INTERLOCAL AGREEMENT BY AND BE'IWEEN THE TOWN OF ADDISON AND TEXAS TURNPIKE AUTBORl1Y (Dallas North Tollway and AddisoD Airport Toll Thnuel) 
TABLE OF CONTENTS I. OPERATION AND MAINTENANCE OF DAlLAS PARKWAY. • .. . . . •• 4 A Dallas Parkway .,.,.,.,.,.,.,.......,...,.,. '" '" .. '" ,. '" '" 􀁾􀀠'" .. . .. .. ,. '" .... '"
,. ,. .. '" ........ '" 4 B. The Authority's Operational and Maintenance Rights and '" '" ..... .... .. ....Responsibilities ,. '" ,. .... 􀁾􀀠.. '" ,. '" .... ., ..... '" ..... II'
.............. .... '" '" '" 4 C. Addison's Operational and Maintenance Rights and Responsibilities . .• 6 D. Umits of Operation and Maintenance Obligation • • • . • • . • • . • . •
. . .. 8 II. AIR.PORT TOll... TUNNEL "' ... '" ................ '" .... '" ,. ., " " ........ ,. ........ '" .. '" ........ ,. 8 A Grant of Easements . • . . . • • . . . • • . . . .
• . . . . • • . . . . . . . . • . . . . . .. 8 B. Issues Specific to the West Side of the Airport • • • . • . . . . . . . . . . . . .. 9 C.. Payn:te.nt of Award" '" .. '" '" .. " ..
,. ,. '" '" '" ., .. '" .... '" '" ...... ,. .... '" ............. 􀁾􀀠.. .. .. .. 10 D. Representations and Agreements of Addison .••..•..••.••..•... 12 E. Construction of Toll Tunnel
.. '" '" '" ... '" .... ,. • '" .... ,. '" ..... ,. +, '" '" .... ,. -. '" '" 􀁾􀀠.... 15 F. Support for Turnpike ........•....•..•.. '. . . • . . . . . . . . . . . . .. 15 G. Reimbursement
by Addison . . . . . . . . • . . . . . • . . • . . . . . • . . . . . . .. 16 H. The Authority's Participation in Condemnation Actions ........... 16 I. The Arapaho Road Extension •..•.•.....•.....•..
.......... 17 J. Operational and Maintenance Rights and Responsibilities ......... 18 K. Authorization for Patrolling, Etc. .....•....................•. 19 III. ENHANCEMENTS TO DNT:
LANDSCAPING..................... 19 A The Landscaping Improvements . . . . . . . . . . . . . • • . . • . . • . . • . . . .. 19 B. Performance and Maintenance of the Landscaping Improvements
... 20 C. Irrigation System . '" '" '" ,. ,. ....... 􀁾􀀠.... '" '" .. '" ... '" ...... ,. '" '" ...... '" .. ,. '" ... ,. . ..... 20 D. Required Approvals "' ...... ,. ...... '" ,.
'" . ,. ,. '" ... ,. . '" '" ......... 􀁾􀀠.. ,. ... '" .. .. .. ... .... 21 E. Right to Remove . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 21 F. Obligations
of the Authority. . . • . . • . . • . . • . . . • . . . . . . . . . . • . . .. 21 IV. ENHANCEMENTS TO THE TOll TUNNEL: LANDSCAPING ....•.. 22 A Enhanced I..andscaping. ...... '" .. '"
. ,. '" .. .. . ,. .. ,. ,. ,. " " • • • . • • • ,. ,. • " • • ,. •. 22 B. The Amendment. ..........•..........•.•..•..•.•••..... 22 V. ENHANCEMENTS TO DNT: KEf.T ER SPRINGS TURN LANE
• . . • . .. 23 s .... " ................ _ ... _ • " " ,. •••• " ,. •• A Construction of Turn I...ane 23 Boo ThePlans •••••. " ...................... "" .. 􀀢􀀮􀁾􀀠....................
23 C. Construction and Maintenance Obligations • . . • . . • . . • . . • . . • • . . .. 23 D. Costs • ,. ,. .. " .... '" ...... 􀁾􀀠............... ,. . ,. ...... ,. ,. ..... ,. . .
. . . . . .. . ... 24 E. Authorization from Dallas .. . . . . . . . . . . . . . . . . . . . . . . • • • . . . . . .. 24 -i 
VI. MISCELLAN'EOUS .. ............ 9 ... • .. 24 " .............................. " • ... A Authoriza.tion. .. .. . .. . .. . .. . . . .. . . . .. .. .. .. ".. .. . . . . . . . . . .
. . . . . . .. .. . 24 B. Binding Nature and Assignment . • . . . . . . . . . . • • . . • . . • • • • • . . • .. 24 C. Sole Benefit .......... 􀁾􀀠.. . . . . .. .. . . .. . .. . .. .
. . . . . . . 􀁾􀀠. . . .. .. . .. . . .... 25 D. Relationship of the Parties . . • . . . . . . . . . . . . . . . . . • • • • . . • • • • • .. 25 E. Se-verability'.. .. .. . .. . ..
.. .. .. .. . .. .. .. .. . .. .. .. .. .. .. .. .. .. .. ,. .. . .. .. . . .. .. . .. .. .. .. .. .... 25 F. Entire Agreement ........................... " ..... " .................
" ..... 􀁾􀀠.. .. .. 2S G. Go'VCming uw ................................. ,.,..................................... 26 EXHIBIT A EXHIBITB EXHIBITC EXHlBITD-l EXHIBIT 0.2 EXHIBITE EXHIBITF
• EXHIBITG EXHmITH -ii 
INTERLOCAL AGREEMENT BY AND BEIWEEN THE TOWN OF ADDISON AND TEXAS TURNPIKE AUTHORITY (Dallas Nort)) Tollway and Addison Airport Toll Tunnel) THIS AGREEMENT is entered into by THE TOWN
OF ADDISON, a home-rule municipal corporation of the State of Texas (hereinafter called "Addison"), and TEXAS TURNPIKE AU1HORITY, an agency of the State of Texas (hereinafter called
the "Authority"), organized and existing pursuant to Chapter 361 of the Texas Transportation Code (the "Turnpike Act"). WITNESETB: WHEREAS, the AuthOrity currently operates, maintains,
and periodically improves, expands, extends, and modifies a toll facility known as the Dallas North Tollway (the '':QNI''), which provides for the rapid movement of traffic to and from
the Central Business District of the City of Dallas to, along, and through the corporate limits of Addison; and WHEREAS, as a component of the DNT, and pursuant to specific requirements
of the Turnpike Act, the Authority constructed certain northbound and southbound service roads commonly known as the Dallas Parkway (herein so called), a portion of said Dallas Parkway
and its right-of-way being located within the corporate limits of Addison (the portion ofDaDas Parkway and its right-of-way Jocated within the corporate limits ofAddison being herein
referred to as the "Addison Sement of Dallas Parkway") and being shown on Exlnbit A atrached hereto; and WHEREAS, as an extension to and enlargement of the DNT, the Authority shaD construct,
operate, maintain, and periodically improve, expand, extend, and modify 8 toll -1 
facility to be known as the Addison Airport Toll Tunnel (the 'Toll Tunnel"). which will be located over, nnder, and through certain real property owned by Addison within the corporate
limits of Addison, and sited between Addison Road and Midway Road, most of such property being commonly known as Addison Airport (the "Air.port"), and will provide for the rapid movement
of traffic through such corporate limits; and WHEREAS, the existence and operation of the DNT and Dallas Parkway. and the construction and operation of the Toll Tunnel, all in conformance
with the Turnpike Act, will relieve traffic congestion in the area being served, and Addison recognizes the value of the DNT, Dallas Parkway, and the Toll Tunnel as supplements to Addison's
system of streets and thoroughfares and as furthering the health, safety and welfare of Addison's citizens; and WHEREAS, the Authority has requested Addisnn to assume the. operation,
maintenance, regulation, and public safety functions along the northbound and southbound Addison Segment of Dallas Parkway, and Addison, pursuant to Resolution No. 96-138, has agreed
to do so on the terms hereinafter set forth; and WHEREAS, Addison has agreed to convey to the Authority certain easements (the "Easements") over, under, and across the Airport and a
portion of Keller Springs and Dooley Roads for the construction, operation, maintenance, improvement, and modification of the Toll Tunnel, and pursuant to Resolutions Nos. R96-069 and
96-138, Addison has agreed to accept the total sum ofOne Million Four Hundred Sixteen Thousand Six Hundred One and No/1oo Dollars ($1,416,601.00) (the "Award") as full compensation for
the Easements, any future lease income lost as a result of the granting of said Easements, and for all other damages that would otherwise be owing as a resnlt of the laws of eminent
domain; and ·2· 
WHEREAS, Addison has requested that the Authority participate with Addison in providing certain enhancements to the DNT and the Toll Tunnel, said enhancements being (1) the provision
of landscaping along a portion of Dallas Parkway situated within the municipal limits of the City of Dallas ("Qallas") between Arapaho Road and Westgrove Drive, (2) the provision of
landscaping along certain portions of the outside parkways and within the center median of the approach roadways to the Toll Tunnel, and (3) the construction of a protected right tum
lane at the southeast comer of Keller Springs Road and northbound Dallas Parkway, also within the Dallas municipal limits; and WHEREAS, Addison and the Authority wish to set forth their
agreements with respect to (1) the operation and maintenance of the Addison Segment of Dallas Parkway, (2) the construction and operation ofthe Toll Tunnel, including Addison's obligation
to grant the Easements to the Authority for the Toll Tunnel, (3) the enhanced landscaping for a segment of the DNT and for portions of the Toll Tunnel, (4) the Authority's undertaking
to construct a right tum lane from northbound Dallas Parkway to eastbound Keller Springs Road, and (5) certain other matters; and WHEREAS, the Interlocal Cooperation Act, Chapter 791
of the Texas Government Code, authorizes local governmental entities to contract with one or more state agencies to perform government functions and services under the terms thereof,
and Addison and the Authority have determined that it is in their best interests to assist each other as set forth in this Agreement; NOW THEREFORE, in consideration of these premises
and ofthe mutual covenants and agreements of the parties hereto to be by them respectively kept and performed, the parties agree as follows: I I.' ·3· 
I. OPERATION AND MAINTENANCE OF DALLAS PARKWAY A. Dallas Parkway. Prior to the construction of the DNT through the corporate limits of Addison, the proposed right-of-way for the DNT
was utilized for and occupied by, in part, the previous configuration of Dallas Parkway, a facility operated, maintained, regulated and patrolled by the respective municipalities and
counties through which it passed. The Authority is empowered and required to move and replace any public road that is affected by the construction of a turnpike project, all pursuant
to Section 361.232 of the Turnpike Act, a provision previously set forth in Section 5.(i) of Article 6674(v) of the Texas Revised Civil Statutes, the precursor to the Turnpike Act. Acting
pursuant to the Turnpike Act, the Authority acquired the necessary right-of-way for the DNT and constructed the controlled access toll lanes in the general location of the right-of-way
previously occupied by Dallas Parkway. Pursuant to the referenced provisions of the Turnpike Act, Dallas Parkway was replaced and moved to its current location -northbound Dallas Parkway
situated east of the northbound toll lanes and southbound Dallas Parkway situated west of the southbound toll lanes. It was the intention of the Authority and Addison that once construction
of relocated Dallas Parkway was completed, all operational rights and responsibilities for the Addison Segment of Dallas Parkway would belong to Addison. The execution of a formal agreement
acknowledging Addison's operational rights and responsibilities for relocated Dallas Parkway was delayed until Addison and Dallas resolved certain boundary issues, as evidenced by Ordinance
No. 094-045 passed and approved by. Addison on June 28. 1994. B. The Autbority's Ooerational and Maintenance Rigbts aDd Responsibilities. Within the limits descnbed in Section I.D. below,
the Authority, at its sole expense, shall: 1. Maintain all DNT improvements constituting the toll lanes ofthe DNT, including but not limited to mowing, snow/ice 􀁣􀁯􀁮􀁴􀁲􀁯􀁾􀀠and the
collection and removal of debris from the DNT, all within that portion of the DNT situated between and ·4
including the chain link fence and/or the outside face of the retaining wall situated along the west side of northbound Dallas Parkway and the chain link fence and/or the outside face
of the retaining wall situated along the east side of soutbbound Dallas Parkway, such area being herein referred to as the "DNT Toll T"nes" and being as further depicted on Exlubit B
attacbed bereto. 2. Maintain all improvements constructed by the Authority as a part of the DNT Toll Lanes on the following DNT exit and entry ramps within tbe limits shown on Exhibit
B: Northbound exit ramp from the DNT Toll Lanes to northbound Dallas Parkway and Belt Line Road; southbound entry ramp to the DNT Toll Lanes from southbound Dallas Parkway and Belt Line
Road. 3. Maintain the fence and guardrail placed along Dallas Parkway used to protect the ramp toll plazas descnbed under item no. 2 above and depicted on Exhibit B. 4. Maintain all
DNT Toll Lane illumination structures, including under bridge luminaries. 5. Maintain structural bridge bridge components carrying Addison streets over the DNT Toll Lanes. 6. Maintain
all DNT trailblazers on DaUas Parkway and other Addison streets, "Left Lane Must Enter Tollway" and "No Plldestrians. Bicycles or Motor Driven Cycles" signs. -5
7. License, permit, and regulate utility construction and maintenance along, within and across the DNT Toll Lanes. In no event shall the Authority discharge, or fail to discharge, any
of its obligations under this Agreement in a manner that adversely affects the safety or operation of the Dallas Parkway. C. AddIsol's Operational aId MaipteDanse Rights aDd Res,popsibWties.
Addison hereby agrees to operate, maintain, regulate, and provide public safety, all at its sole expense, with respect to the northbound and southbound Addison Segment of Dallas Parkway.
The responsibilities of Addison under this Section with respect to the Addison Segment of Dallas Parkway shall apply to these portions of the DNT situated within the corporate limits
of Addison and not included in the DNT Toll Lanes, as defined above, and shall include the following: 1. Furnish, construct, install, test, repair, and maintain all street illumination
structures, including luminaries and foundations. 2. Provide for the furnishing, construction, repair, installation, testing, and maintenance of traffic signalization, including traffic
signal heads, controllers, structures, and foundations. 3. License, permit, and regnlate all utility construction within the Addison Segment of Dallas Parkway. 4. Repair, maintain, and,
as necessary, construct all storm water conduits and receivers, both open and closed, on, along, and across the northbound and southbound Addison Segment of Dallas Parkway. -6
5. Maintain the surface drainage of all unpaved right-of-way areas. 6. Collect and dispose of debris and trash accumulated in or along the Addison Segment of Dallas Parkway. 7. Keep
the vegetation mown on all right-of-way areas, and maintain all landscaping and irrigation systems. 8. Maintain and, as necessary, supplement all pavement traffic markings. 9. Maintain
and, as necessary, modify all traffic regulatory and directional signs, except the DNT trailblazers, ''Left Lane Must Enter Tollway," and "No Pedestrians, Bicycles or Motor Driven Cycles."
iO. Furnish all policing and other public safety services. 11. Ucense, permit, and regulate all driveway and street connections to the Addison Segment of DaJlas Parkway. 12. Provide
all sweeping, flushing, and snow/ice control services. 13. Repair, maintain, and provide joint seaJing of all pavements, curbs, driveways, sidewalk, and riprap, including precast pavers,
on and aJong the Addison Segment of Dallas Parkway. 14. Maintain and repair and, as necessary, modify all guardrails and fences located aJong the Addison Segment of Dallas Parkway, including
guardrail aJong and upon Addison streets crossing under or over the DNT Toll Lanes, except those guardrails and fences descnlled in Subsection I.B.(3.). -7
15. Provide for the payment of the cost of electrical energy for operating illumination and traffic signal systems. In no event shall Addison discharge, or fail to discharge, any of
its obligations under this Agreement in a manner that adversely affects the safety or operation ofthe DNT Toll Lanes or Dallas Parkway. For the purposes of this Agreement, ''maintenance''
shall mean the repair, replacement, and/or correction, as appropriate, of defective conditions of materials, equipment, or property in accordance with generally accepted safety, design,
and construction standards. ''Maintain" and other variants of the word "maintenance" sh8ll be similarly defined. D. Limits orOpemtion and Maintenance Obligation. The obligations ofAddison
arising under this Agreement with respect to the Addison Segment of Dallas Parkway shall apply only to those portions of the Dallas Parkway situated with the established municipal limits
of Addison. U. AIRPORT TOLL TUNNEL A Gmnt or Easements. Contemporaneous with the execution ofthis Agreement, Addison shall execute and deliver to the Authority the Easements, which shall
be comprised of the following: 1. Subject to the provisions of Subsection II.B.(1.)(b.) below, permanent surface and subsurface easements from the western right-of-way line of Addison
Road over, under, and across the Airport and the current right-of-way of Dooley and Keller Springs Roads to the eastern right-of-way line of Midway Road, as shown on Exhibit C hereto
and pursuant to the -81", 
execution and delivery of the form attached hereto as Exlubjt D·l. Notwithstanding anything contained herein to the contrary, Addison, at its sole expense, shall maintain the surface
area over the subsurface easements granted to the Authority pursuant to this Agreement. 2. A temporary construction easement as shown on Exlubit C and pursuant to the execution and delivery
of the form attached hereto as Exlubit J;H. B. Issues Specific to the West Side or the Airport. 1. Partial conveyance of Keller SprinJ:S and Dooley Roads. As indicated by the legal descriptions
attached as Exhibit C hereto, the permanent surface and subsurface easements required for the Toll Tunnel extend from Addison Road on the east to Midway Road on the west. At the western
boundary of the Airport, the parties specifically agree, pursuant to Section 361.133 of the Texas Transportation Code, as follows: a. Addison shall convey to the Authority that portion
of Dooley Road situated within the Easement and to be occupied by the Toll Tunnel; and b. West of both the western boundary of the Airport and the western right-of-way line of Dooley
Road and east of the eastern right-of-way of Midway Road, Addison shall convey to the Authority that portion of Keller Springs Road situated within the Easement and required for the
Toll Tunnel, it being acknowledged by the parties that the Authority shall be obligated, at the Authority's sole cost, to acquire the additional right-of-way required to widen former
Keller Springs -9
Road west of the western boundary of the Airport and east of Midway Road. 2. Relocation of Dook,y Road Addison approves the temporary relocation of Dooley Road to a location in whole
or in part on the Airport property and east of the west portal of the Toll Tunnel and generally parallel to the current location of Dooley Road. Addison hereby grants the Authority all
temporary easements necessary or desirable to effect said relocation, which shall be undertaken and completed in accordance with the Plan Sheet attached as E1dubit E. 3. Kellway Circle
Connection. The Authority, at its sole cost, shall construct an extension from existing Kellway Circle to Dooley Road, all as shown on the Conceptual Plan attached as Exhibit F. A portion
of the rightof-way required for this extension comprises part of a tract of land which Addison previously committed to purchase for purposes related to the operation of the Airport;
the Authority, at its sole cost, shall acquire the remainder of the required right-of-way, all as depicted on E1dubit F. Addison, which solely owns and operates that portion of Keller
Springs and Dooley Roads being conveyed to the Authority pursuant to Subsection II.B.(l.) above, acknowledges and agrees that the construction by the ITA of the connection from Kellway
Circle constitutes the replacement, with an equal or better facility, of those portions of Keller Springs and Dooley Roads conveyed to the Authority. C. Pavment of Award. 1. Upon execution
and delivery of the Easements by Addison, the Authority shall pay to Addison $900,000.00 of the Award. The Authority will pay -10i 
.,, such amount at the request of Addison and notwithstanding that Addison will not have resolved all outstanding title issues with respect to the Easements as ofthe date of such payment.
2. The remainder ofthe Award, $516,601.00 (the ''Retained Award"), shall be retained by the Authority until Addison has complied with the provisions of this Article II and resolved such
title issues to the satisfaction of the Authority so as to permit the Authority to obtain, at its expense, an owner's policy of title insurance (the "Title Poli£t') insuring the Authority's
title to the interests created by the Easements. The Title Policy shall be issued by Ameriean Title Company, as agent for a suitable title underwriter, in the form promulgated by the
State Board of Insurance of the State ofTexas, in the full amount ofthe Award, showing title to the easement estates created by the Easements to be vested in the Authority and subject
to no exceptions that have not been approved in writing by the Authority. Notwithstanding anything to the contrary contained herein, the Authority hereby approves all public utility
easements and roadway easements granted to governmental entities as acceptable exceptions to title, which exceptions shall not require a release or other curative work. Upon issuance
of the Title Policy to the Authority, the Authority shall pay to Addison the Retained Award. 3. The Authority and Addison recognize and agree that, in order to acquire title to the Land
(as hereinafter defined) which is satisfactory to the Authority as descnbed in Subsection II.C.(2.), it may be necessary for Addison and the Authority to file an action in eminent domain.
In the event such an action is filed, Addison will not acquire such title to the Land until a final, non-appealable judgment has been entered. However, Addison will be entitled to take
possession of the Land (and shall be permitted to provide possession to the Authority) after (i) the filing of a Special Commissioners Award with the applicable court, and (ii) Addison
has paid to the owner( s) ofthe Land the amount of damages and costs awarded by the Special -11 
Commissioners or deposits that amount of money with the court subject to the order of said owner(s). Therefore, notwithstanding the terms ofSubsection n.C.(2.) above or any other provision
of this Agreement and in order to allow Addison and the Authority to take possession of the Land prior to the entry of a final, non-appealable judgment, the Authority shall pay to Addison
the Retained Award upon the filing of the Special CommiMioners Award. The payment by the Authority of the Retained Award pursuant to the preceding sentence shall unconditionally and
irrevocably commit Addison, at its sole cost, to complete the acquisition of fee title to all of the Land, whether by the completion of said eminent domain action or the consummation
of a settlement and the recording ofone or more deeds, at the earliest date prudently poMible. Notwithstanding the payment of the Retained Amount, Addison shall not be deemed to have
fully performed its obligations under this Agreement un1ess and until it has acquired good and marketable fee title to all of the Land and satisfied all title issues in accordance with
Subsection II.C.(2.) above. D. Representations and Alm!ements of Addison. 1. Except as otherwise expressly provided in Subsection IIn.(2.) below, Addison hereby represents to and agrees
with the Authority that on or before the later of (i) December 31, 1996, or (ti) forty-five (45) days following the filing of a Special Commissioners Award with the applicable court
ifAddison deems it necessary to exercise its power of eminent domain to acquire the Land (as defined below), or any part of the Land, (the "First Resolution Date''): a. Addison will
have good and marketable fee title to all of the land (the "Land") covered by the Easements, free and clear of all leases, encumbrances, and other rights, except as to such encumbrances
as may be deemed acceptable to the Authority as set forth in Subsection II.C.(2.) above; provided, however, that in the event Addison deems it necessary to exercise -12
1 . 1 its power of eminent domain to acquire the Land or any part of the Land, Addison shall, in lieu of providing good and marketable fee title, have possession of the Land or said
part of the Land and provide the same to the Authority and shall, upon the entry of a final, non-appealable judgment in any such eminent domain action, have good and marketable fee title
to the Land or said part of the Land covered by the Easements, free and clear of all leases, encumbrances, and other rights, except as to such encumbrances as may be deemed acceptable
to the Authority as set forth in Subsection II.C.(2.) above. Except as otherwise approved by the Authority, no person or entity other than Addison shall have any interest in the Land.
Addison, at its sole expense, shall cure prior to the First Resolution Date all objections of the Authority to matters relating to the title to the Easements and the Land (provided that
the Authority may not object to Addison's receipt of possession in lieu of title with respect to the Land or any part of the Land for which it is pursuing an eminent domain action in
accordance with this Agreement), including all objections of the Authority to exceptions shown on any commitment fbr title insurance covering the Easements and the Land, so that the
Title Policy can be issued to the Authority without any exception not approved in writing by the Authority. Addison shall conduct any eminent domain action pertaining to the Land (including
the naming and serving of the condemnees thereunder) so as to cure the Authority'S title objections and to effect the delivery of the Title Policy in accordance with the preceding sentence.
b. Addison, at its sole expense, shall cause to be removed from the Land all hangars, buildings and other improvements that Addison intends to relocate, reuse or salvage. All remaining
improvements shall be vacant and otherwise ready for demolition and/or modification by the Authority'S contractors in accordance with the provisions of Subsection II.E. below . -13 
2. Notwithstanding the provisions of Subsection n.D.(I.) above, the Authority acknowledges and agrees that, with respect to those portions of the Land occupied by Hangars "0", ''E'',
''F', "G", "l", ''K'', and ''L'' (the "Second Resolution Date Land"), Addison shall not be required, prior to the later of (i) March 31, 1997, or (li) forty-five (45) days following
the filing of a Special Commissioners Award with the applicable court if Addison deems it necessary to exercise its power of eminent domain to acquire the Second Resolution Date Land,
or any of it, to have secured good and marketable fee title (or possession in the event of an eminent domain action) as provided in subdivision (a) above, or to have removed, vacated
and/or readied for demolition hangers, buildings and other improvements as provided in subdivision (b) above. After the Second Resolution Date, Addison shall have fully satisfied all
of the identical obligations regarding title to or possession of (as the case may be), and improvements situated on, the Second Resolution Date Land as were applicable to the remainder
of Land on or before the First Resolution Date. 3. Addison acknowledges and agrees that it is solely respoDSlble for obtaining all releases, approval1l, and consents required by the
Federal Aviation Administration (the ''FAA'') in connection with the construction and operation ofthe Toll Tunnel and any impact it may have on the safety or operation of the Airport,
whether said releases, approvals, or consents arise in connection with the FAA's Grant Agreement for the Airport or otherwise. Addison shall indemnify and hold harmless the Authority
for any losses, costs or expenses (including attorneys' fees) resulting from the failure or inability of Addison to comply with the provisions of this Subsection n.D.(3.). The obligation
stated herein shall be payable out of Addison's current revenues. 4. H Addison deems it necessary to exercise its power of eminent domain to acquire any portion of the Land, Addison
shall file the appropriate action not later than February 15, 1997, and shall thereafter diligently pursue said action and take all ·14· 
reasonable steps to cause the filing of the Special Commissioners Award at the earliest possible date, unless, and except to the extent that, the Authority elects to acquire any of the
Land by eminent domain pursuant to Subsection IT.H.(2.). E. Construction ofToll Tunnel. Following Addison's completion of the activities described in Subsections IT.D.(l.) and/or (2.)
above, the Authority, through its contractors and at its sole expense, shall demolish and/or modify all hangars, buildings and other improvements on or proximate to the Land and/or the
Second Resolution Date Land, as applicable, in the manner indicated on the Demolition Plan attached as Exhibit G. The Authority, through its contractors, shall make all reasonable efforts
to minimize any interference with the normal operations of the Airport arising out of the construction of the Toll Tunnel. F. SalmOn for TurnPike. Addison acknowledges its approval of
and support for the financing, design, construction, operation, and maintenance by the Authority Authority of the Toll Tunnel as a turnpike project pursuant to the Turnpike Act. Without
limiting the provisions of this Agreement, Addison will take all actions reasonably requested by the Authority which are consistent with this Agrecment in furtherance of the purposes
of this Agreement. For example, Addison agrees to (1) furnish utility service to the Authority's toll plazas, illumination structures and other facilities that comprise the Toll Tunnel
and (2) waive all permit, impact and developer fees regarding the Toll Tunnel. Unless the Authority elects to abandon its efforts to construct and operate the Toll Tunnel, Addison shall
not advance any alternative to or conflicting proposal for the development of the Toll Tunnel. Further, in (x) its construction, operation, and maintenance of the Airport, (y) its operation,
signalization, and maintenance of Keller Springs Road, Midway Road, and Addison Road, and (z) its consideration of any project that might affect the Toll Tunnel, Addison shall make,
and shall cause its tenants to make, eveIY reasonable effort to minimize or avoid any adverse impact on the Toll Tunnel or its operation. Notwithstanding the foregoing, the specific
agreements of the Authority and Addison with respect to the proposed extension ·15 
of Arapaho Road are set forth in Section II.I. below, and the provisions of this Section II.F. shall not apply to said proposed extension. G. Reimbursement by Addison. Addison shall
reimburse the Authority for any costs and expenses (including all attorneys' fees and expenses) that may be incurred by the Authority by reason of the failure of Addison to comply with
its obligations under Section II.D. above. H. The Authority's Participation in Condemnation Actions. 1. If in the reasonable judgment of Addison it is necessary fur the Authority to
be a party in any action in eminent domain undertaken by Addison to comply with its obligations under Section II.D. above, the Authority shall join said action provided that Addison
shall reimburse the Authority for any costs and expenses (including all attorneys' fees and expenses) reasonably resulting therefrom. 2. In the event Addison and the Authority deem it
necessary to acquire any of the Land by eminent domain, the Authority, at its option, may acquire such Land Land by eminent domain and exercise its authority, as it deems necessary,
to declare a taking and take possession of such Land as authorized by Sections 361.137, 361.138 and other applicable sections of the Texas Transportation Code or the Texas Property Code.
In such event, Addison, together with the Authority as set forth below, shall promptly deposit and/or pay all appraised values (in accordance with said Sections of the Texas Transportation
Code) and/or awards determined in such proceedings, as the case may be, and shall reimburse the Authority for any costs and expenses (including all attorneys' fees and expenses) that
may be incurred by the Authority in acquiring such Land. In the event the Authority exercises its option to J acquire any part of the Land by eminent domain, and if Addison and the Authority
deem it necessary to use the Retained Award to satisfy all or part of the appraised • 16· I 
values or awards descnbed above, the Authority shall promptly deposit the appraised values or the special commissioners award, as the case may be, and such deposit shall, to the extent
of the deposit, satisfy the Authority's obligation under Subsection II.C.(2.) to pay to Addison a corresponding portion of the Retained Award; the Authority shall have no obligation
to deposit or otherwise become obligated for sums in excess of the Retained Award. In any proceeding of the type described in this Subsection II.H.(2.), the Authority shall not be permitted
to accept or offer any settlement, or to file any action or appeal, without the written authorization of Addison. The Authority and its counsel shall permit Addison and its counsel to
fully participate in and support any such eminent domain action. The outcome of any such proceeding, including the amount of any resulting award or settlement, shall not modify or abrogate
the obligations of the parties under this Agreement or increase or diminish the Award. The Authority and Addison acknowledge and agree that the AuthOrity, at its option, may include
at any time Addison as a property owner whose interest is being acquired under the Authority's eminent domain action(s), and that none of the provisions of this Agreement shall be abrogated,
modified or affected thereby. I. The Arapabo Road Extension. Addison currently intends to upgrade and extend Arapaho Road (the "Arapaho Road Extension"). It is anticipated that the Arapaho
Road Extension will be generally constructed in the following three (3) phases: Phase I: Upgrade Arapaho Road for the entire length of its existing alignment, terminating at Addison
Road. Phase I is projected to open to traffic on December 31, 1997. Phase II: Extend Arapaho Road along a new alignment from its existing junction at Addison Road to Midway Road. Phase
II is projected to open to traffic on January 1, 2000. -17
Phase III: Extend Arapaho Road along a new alignment from its junction with Midway Road to Marsh Lane. Phase III is projected to open to traffic on lanuary 1, 2003. The planned alignment
of the Arapaho Road Extension is indicated on ExIubit H attached hereto. Addison agrees that, at least sixty (60) days before it intends to solicit construction bids for either Phase
II or Phase III of the Arapaho Road Extension, it will provide written notice to the Authority of such intent. Thereafter, the Authority shall have an opportunity to review the effect,
if any, that the proposed Phase II or Phase III construction will have on the Toll Tunnel. H the Authority, based upon its review, reasonably and in good faith concludes that the construction
of Phase II or Phase III, as applicable, of the Arapaho Road Extension will have a materially adverse effect upon the financial performance of the Toll Tunnel (e.g., the Phase II or
Phase III construction would have a reasonable likelihood of causing a deterioration in the financial performance of the Toll Tunnel that will result in revenues from the operation of
the Toll Tunnel becoming insufficient to satisfy corresponding debt service, operating and maintenance costs, and reserve and similar requirements under the applicable trust agreement),
the AuthOrity may, not less than fifteen (15) days prior to the proposed date for the solicitation ofbids, request in writing to Addison that the proposed solicitation and construction
be postponed. Such request shall-be accompanied by all of the evidence considered by the Authority in reaching its conclusion. Upon receiving such evidence, Addison shall review the
same and give it significant weight in making its final determination as to whether or not to proceed with the Phase II or Phase III construction. The determination to proceed with the
Phase II or Phase III construction shall be at Addison's sole discretion. 1. Operational and Maintenance Rights and Responsibilities. Except as : ." -, otherwise provided in this Section
11.1. and in Section II.K. below, the Authority agrees to !_ i construct, operate, maintain, and regulate, all at its sole expense, the Toll Tunnel from its -18
eastern terminus at Addison Road to its western terminus at Midway Road. As part of said obligations, the Authority, through its contractors and at its sole expense, shall relocate all
Addison water and sanital}' sewer facilities that are in conflict with the design and construction of the Toll Tunnel, and shall restore existing service to all properties affected by
said relocation. At the completion of said work, Addison, at its sole expense, shall inspect and approve said relocated and restored water and sanitBl}' sewer facilities. Addison further
agrees to design, furnish required materials and then install all temporal}' and permanent traffic signalization equipment in connection with the modification of the signalization equipment
currently in place at the intersection of the Toll Tunnel with Addison Road that results from the construction of the Toll Tunnel. Upon submission of suitable supporting materials therefor,
the Authority shall reimburse Addison for all sums paid by Addison to its contractors pursuant to the preceding sentence, provided that the Authority shall not reimburse Addison for
any of Addison's, in distinction to its contractor's, overhead or administrative costs. After completion of the Toll Tunnel, Addison, at its sole expense, shall thereafter operate and
maintain all traffic signalization equipment at the intersection of the Toll Tunnel and Addison Road. K. Authorization Ibr Patrolling, Etc.. Consistent with its practice for those portions
of the DNT and other transportation projects situated within its municipal limits, Addison shall police and patrol the Toll Tunnel, as well as provide incident and fire response, but
only in support of the Department of Public Safety or other entity retained by the Authority to police, patrol and regulate the Toll Tunnel. The Authority hereby authorizes Addison to
perform said services with respect to the Toll Tunnel. m. ENHANCEMENTS TO DNT: lANDSCAPING A The LandscapiDg Improvements. Addison, at no cost to the Authority, has provided for the
preparation by Linda Tycher and Associates, a professional architect (the ''Landscaping Consultant"), of detailed plans for enhanced landscaping along Dallas Parkway ·19· 
between Arapaho Road and Westgrove Drive (the "Landscaping 􀁉􀁭􀁰􀁲􀁯􀁶􀁥􀁭􀁥􀁮􀁴􀁳􀁾􀀩􀀬􀀠said plans being styled and identified as ''Landscape Construction DNT City of Addison" and
dated JanuaIy 25, 1996 (the "Plans,,). The Plans have been submitted to and approved by the Authority and reflect and incorporate any and all changes requested by the Authority. All
work relating to the Landscaping Improvements shall be performed substantially in accordance with the Plans, and the Plans shall not be modified in any material respect without the prior
written consent of the Authority. A portioJ:) of the Landscaping Improvements are to be made on right-of-way owned and operated by the Authority as part of the DNT Toll Lanes, as previously
provided in Section I.D. hereof. B. Performance and Maintenance of the Landscaping Improvements. Addison, at no cost to the Authority except as expressly provided in Section m.F. below,
shall perform the Landscaping Improvements in conformance with the Plans. Thereafter, Addison, Addison, at no cost to the Authority, shall maintain the Landscaping Improvements in (1)
a healthy, attractiv,e, and sound state and (2) a manner that does not interfere with the safe and efficient operation of the DNT. Addison shall provide for the regular irrigation, mowing,
trimming, and other maintenance of the Landscaping Improvements, and shall keep the same free from subsidence, erosion, trash, debris, or dangerous conditions. Without limiting the foregoing,
Addison shall maintain the Landscaping Improvements so that foliage, limbs, shrubs, other growth, and structures do not diminish visibility along the DNT or obstruct sight lines prudently
desirable at entrance or exit ramps. C. Irrigation System. The Landscaping Improvements as depicted on the Plans are to be irrigated. Addison, at no cost to the Authority, has agreed
to design the irrigation system so as to prevent, to the greatest extent reasonably possible, the spray, flow, run-off, or drift ofwater carried by said irrigation system from wetting
the DNT Toll Lanes or Dallas Parkway. Further, if the Authority determines at any time that the irrigation system is operating in a manner that wets the DNT Ton Lanes, Addison, upon
request of the Authority, shall shut off the irrigation system (or applicable portions thereof) until the -20
Authority receives assurances and evidence reasonably acceptable to it that the irrigation ,i. 1 J system has been repaired or modified appropriately. D. Required Approvals. A portion
of the Landscaping Improvements are to be made on right-of-way owned and/or operated by Dallas. Addison acknowledges and represents to the Authority that it has received all authorizations
required from Dallas to install and maintain the Landscaping Improvements, as well as those required for Addison and the Authority to exercise their respective rights and obligations
in accordance with this Article m. E. Right to Remove. The Authority has no current plan or intention to modify completed portions of the DNTin a manner that would damage the Landscaping
Improvements. Nevertheless, ifthe Authority subsequently determines in good faith that all or any portion of the Landscaping Improvements must be removed or altered so as to permit the
improvement, extension, enlargement, or modification of the DNT, the placement of any utility line, roadway signage, safety or illumination device, or other structure, or for any other
purpose consistent with the Turnpike Act, Addison consents to said removal or alteration upon its receipt of sixty (60) days prior written notice thereof from the Authority; Addison
may remove and/or retain all or any portion of the Landscaping Improvements during said 6O-day period. Notwithstanding the foregoing, ifthe damage to the Landscaping Improvements results
from the placement by the Authority or its contractors of a utility line, roadway signage, safety or illumination device or similar structure, the Authority shall restore, to the extent
prudently possible, the Landscaping Improvements to substantially their same condition as prior to said damage. F. Obligations of the Authority. The Authority shall pay, either directly
to the identified contractor or as reimbursement to Addison, the actual cost oflandscaping material initially installed as part of the Landscaping Improvements, up to but not exceeding
$90,000.00. The Authority is not responsible for (1) the cost of any plants or other -21
landscaping material acquired in replacement or modification of the Landscaping Improvements, (2) the cost of planting or otherwise installing any portion of the Landscaping Improvements,
or (3) any costs resulting from the maintenance, modification, or removal of the Landscaping Improvements. The obligations of the Authority with respect to the Landscaping Improvements
are of payment or reimbursement only. The Landscaping Consultant estimates that the cost of the landscaping materia1 to be paid or reimbursed by . ,I the Authority will be approximately
$90.000.00, and the Authority's payment and reimbursement obligations hereunder sha1l not exceed $90.000.00. IV. ENHANCEMENTS TO THE TOIL TUNNEL: LANDSCAPING A Enhanced Landscaping.
Addison has proposed that it provide enhanced landscaping for a portion of the Toll Tunnel constructed west of the Airport. The exact location and nature of the enhanced landscaping
sha1l be established at a later date in accordance with Section IV.B. below. Generally speaking, however, the enhanced landscaping shall be placed along and within the outside parkway/green
space that shall be situated between the north and south curb lines of former Keller Springs Road and the north and south right-of-way lines of the Toll Tunnel, as well as in the median
of said former Keller Springs Road. B. The Amendment. The Authority generally agrees with and supports Addison's proposal regarding enhanced landscaping for the Toll Tunnel, but the
parties have yet to fully formulate their agreement. The precise nature and location of the enhanced landscaping, as well as a description of the installation, sequencing, maintenance,
payment and other rights and obligations of Addison and the Authority, shall be set forth in an amendment to this Agreement. • 􀁾􀀠; I ) -22
V. ENHANCEMENTS TO DNT: KEU.ER. SPRINGS TURN LANE A Construction of Turn Lane. Traffic on northbound Dallas Parkway is becoming more congested at its intersection with Keller Springs
Road. The level of congestion is likely to increase as a result of the Toll Tunnel. Under current conditions, patrons of the DNT are finding it increasingly difficult to exit at the
northbound Keller Springs exit ramp. There is the potential for the situation to worsen in the future to the extent that traffic will be stacked back onto the northbound DNT Toll Lanes.
As a result of these conditions, the Authority shall construct, at its sole expense, a protected right turn lane (the "Turn Lane") from northbound Dallas Parkway to eastbound Keller
Springs Road in accordance with certain plans to be prepared by the Authority and approved by Addison, said approval not to be unreasonably withheld or delayed (the ''f.!.!!m"), on right-Of-way
situated within the municipal limits of Dallas. B. The Plans. The Authority, through its consulting engineers, shall cause the Plans to be prepared. Once the Plans have been prepared
by the Authority and approved by Addison and Dallas, no changes to the Plans shall be made without the express written approval of such changes by the Authority, Addison and Dallas.
C. Construction and Maintenance Obligations. Prior to the commencement of construction of the Turn Lane, Addison shall secure, at no cost to the AuthOrity, fee simple title to all right-of-way
not then owned by the Authority that is required for the Turn Lane as descnbed in the Plans, together with such additional access and use rights as the Authority, in its sole judgment,
believes are necessary for the safe and efficient completion of the Turn Lane. Addison shall grant and convey to the AuthOrity full fee simple title to the land on which the Turn Lane
shall be situated., and hereby transfers and assigns to the Authority all access and use rights descnbed in the preceding sentence, so as to permit the construction of the Turn Lane.
The Authority, through its contractors, shall complete I 1 construction of the Turn Lane in accordance with the Plans. Addison shall be responsible -23 j: 
for the relocation of affected utilities, signalization and illumination structures, and signage, ifany (the ''Relocation Work"). Upon completion of the Tum Lane, Addison acknowledges
and represents that Dallas, at no cost to the Authority, shall continuously thereafter maintain the Tum Lane, together with all appurtenances thereto, including paving, curbing, signage,
signalization, illumination, and utility and drainage structures, if any, and shall be solely responsible for the policing thereof. D. Costs. Except for Addison's responsibility (1)
to acquire all needed right-ofway and (2) to provide the Relocation Work described in Subsection V.C. above, the Authority shall be solely responsible, and shall not seek reimbursement,
for the costs resulting from the construction of the Tum Lane, including the costs resulting from the removal of eXisting pavement, sidewa1ks, fences, trees, and shrubs. E. Authorization
from Dallas. Addison acknowledges and represents to the Authority that Addison will secure any agreements and consents from Dallas necessary to fully authorize the construction and future
maintenance ofthe Tum Lane in accordance with this .Article V. VI. MISCELLANEOUS A Authorization. Each party to this Agreement represents to the other that it is fully authorized to
enter into this Agreement and to perform its obligations hereunder, and that no waiver, consent, approval, or authorization from any third party, including Dallas, is required to be
obtained or made in connection with the execution, delivery, or performance of· this Agreement. B. Binding Nature and Assignment. This Agreement shall be binding on the parties hereto
and their respective successors and assigns, but neither party may, or shall have the power to, assign this Agreement or any other rights arising under this Agreement -24f· . 
without the prior written consent of the other, such consent not to be unreasonably withheld or delayed. Notwithstanding the foregoing, this Agreement and all of the Authority's rights
and obligations hereunder shall be deemed automatically assigned to any governmental entity succeeding to the Authority's rights and obligations with respect to the DNT and the Toll
Tunnel. c. Sole Benefit. This Agreement is entered into for the sole benefit of the Authority and Addison and their respective successors and permitted assigns. Nothing in this Agreement
or in any approval subsequently provided by either party hereto shall be construed as giving any benefits, rights, remedies, or claims to any other person, firm, corporation, or other
entity, including the public in general. D. Relationship of the Parties. Nothing in this Agreement shall be deemed or construed by the parties, or by any third party, as creating the
relationship of principal and agent, partnership, or joint venture between the parties. E. Se:verablllty. If any provision of this Agreement is declared or found to be illegal, unenforceable,
or void, in whole or in part, then both parties shall be relieved of all obligations arising under such provision, but only to the extent that it is illegal, unenforceable, or void,
it being the intent and agreement of the parties that this Agreement shall be deemed amended by modifying such provision to the extent necessary to make it legal and enforceable while
preserving its intent or, if that is not possible, by substituting therefor another provision that is legal and enforceable and achieves the same objectives. F. Entire Agreement. This
Agreement constitutes the entire agreement between the parties hereto with respect to the subject matter hereof. There are no representations, understandings, or agreements relative
hereto which are not fully expressed herein. No change, waiver, or discharge hereof shall be valid unless in writing and signed by an -25 
authodzed representative of the party against which such change, waiver, or discharge is sought to be enforced. G. Governing Law. This Agreement shall be governed by and construed in
accordance with the laws of the State of Texas. [End of Page] -26
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as ofthe effective date first written above. THE AUTHORllY A'ITEST: TEXAS TURNPIKE AUTHORl'IY, 􀁦􀁴􀁾􀀠-.... ;J;l!.1kzt;;
. 􀁾􀁥􀁷􀁴􀁯􀁬􀁬􀀬􀀠SecretaI)' APPROVED AS TO FORM: Locke Purnell Rain Harrell (A Professional Corporation), General Counsel of the State of11 ADDISON A'ITEST: THE TOWN OF ADDISON, a
home-rule municipal corporation -27
EXHIBIT nAn PAGE 1 OF 2 􀀨􀀺􀁁􀁾􀁲􀁡􀁬􀀠Nchu... 􀀧􀀭􀁾􀁮􀁧􀁴􀁨􀁳􀀠of choin link fMct: ond M,8G.F. ore MOIWl j:ter 􀁾􀁴􀁤􀀢􀀮􀀠For elwin link f(!rmin4/defaik. on wclls. 􀀤􀁴􀀡􀁾􀀠De fail
t ... 􀁾􀁴no. 2ll f/'or chain link ft:1')I:tt deta;1:I. o:1jocenf 1(> 􀁍􀀮􀁂􀀮􀁾􀁆􀀮􀀮􀀠􀁾/Jefail 􀁉􀁉􀁄􀁾􀀠!ShNf na. 21, SOUTHBOUND DALLAS PARKWAY STATION 73+83.05 \$,8, CALLAS Wall
LEGEND fIX) u:; "'flUE DALLAS PARKWAY IN TOWN OF ADDISON -I TEXAS TURNPIKE AUTHORITY DALLAS NORTH TOLLWAY FENCING PLAN STA. 585+00 TO STA. 59:9+00 􀀭􀁾􀀭􀀮􀀠.... ISf:CTtONV-VI COHTIIAC'f
MO. ONT"122 S"EET -fZ--, 􀁯􀁾􀀠􀁾􀀠
EXHIBIT "A" 1$0""'01""'-.., PAGE 2 OF 2 Lt'ngtlJs 01' chain link knee and J.l.8.<r.F. art! Shown I-""'"t: F't)1' elwin link limelfll ft!t'mi'nci dt!tcils cTt tlWllIs .see Oeloil "C ...
.sIU!!efnc. 28. For <hain /inl< renee delrJils adjacenl to M.ll.fiF. • .tU Oeh,lIi --0" 3.htIf:f no. 27. For "-9"cMi'n link ftvH:e mounlli'Nj 􀁾􀁦􀁱􀀬􀁩􀁊􀀬􀀡􀁦􀀮􀀠".. /)etail "e"'.
'/Mt!tno. 27. , . -. ... : LEGEND ... l DALLAS PARKHAY TEXAS TUflNP1KE AUTHORITY II IN TOWN OF ADDISON DALLAS NORTH TOLLWAY FENCING PLAN STA. 599+00 TO STA. 6131000 HNTB 􀀭􀁾􀀭􀀮􀀠"'...
_ 4r4' ...... i/·r-,5&_1"1_" _"If"....." ".", 􀁾..."(C ;tAL _n t!!./8-tj6 KAt I., '50 CQNTRACT NO. DNT" 122 StfEET ...J.L OF 􀁾􀀠
EXH I B IT liB" PAGE 1 OF 2 bef'HIrol 􀁎􀁯􀀯􀁾􀀺􀁁􀀢􀀠Lf!r.gths 01 cnoin /i/')k nncc end M8.G.F. are shcWI"J 􀁾􀁲􀀠Jhf!:'f:!'I·. 􀁾􀁯􀁲􀀠,hoi/') link 􀁬􀁾􀁲􀁭􀁩􀁬􀀿􀁏􀁬􀀠de/a/'s 01')
..,0/1,3, .IN Detail 't'''. sh«.f no. 2tJ. r-.". chilli') link 1<!'1'IC1!. t:klm!$. 􀁾􀁴􀀡􀁮􀁴􀀠10 AlB-t.;'!; .Sft' Detoil 􀀣􀁄􀁾􀀠5h«f JW, 21. .. $.8. DALLAS PKWY. 􀁾􀁰􀁓􀀧􀀴􀁬􀀠-LEGEND
AREA OF RESPONSIBILITY -.. I ADDISON PAVED ADDISON UNPAVED i\IJ111 SQiSJ = GQABH I ( NC! TEXAS TURNPIKE AUTHORITY DALLAS NORTH TOLLWAY TTA -GUARD FENCE FENCING PLAN TTA STA. 􀁾􀀸􀁾􀀫􀁏􀁏􀀠TO
STA. 599+00 . I SECTION V -VII CONTftACT NO. ONT-IIZ: SHEET ....l2-OF 􀁾􀀠
GeMrol 􀁎􀁯􀁦􀁾􀀧􀀧EXH I B IT "B" L(ngfllr ()f' chain /inIc tenet!! ond U.IU,:.t: art!! PAGE 2 OF 2 """WI "p<:r ""'"f 􀁾􀀠For clH:Jii'llink knee '«"minal «ft.H'Is on I"«1lls set!! Defoil
"'C", 􀁳􀁨􀁩􀀡􀁾􀀯􀁮􀁯􀀬􀀠2S. lOr chain Ii'nk fence dt:lrtiis odjocenl to M.8.6.F., $ft Octoil "0" 􀁾􀁦no. 27. rrw-􀀮􀀺􀁊􀀧􀁾􀀹􀀢chain IInl< 􀁾wUJunling defai/s, $•• 􀁊􀀮􀀩􀁥􀁾􀁩􀁉􀀠􀀢􀁅􀁾􀀠􀀮􀁨􀁥􀁾�
�􀀠nD. Z1. \ i ..... 􀁾􀁾􀁲􀀭􀀭􀀭􀀻􀀮􀁾􀁾􀀻􀀬􀀺􀁾􀁾􀀻􀀻􀁾􀀭􀀭􀀭􀀭􀀭􀀭/"ur<.r.., 6'Chain 􀁢􀁾􀀡􀀠1f!'I(;'{f! -"'911><1 Curb "'bock LEGEND -AREA OF RESPONSIBILITY -I ADDISON PAVED ADDISON
UNPAVED TEXAS TURNPIKE AUTHORITY DALLAS NORTH TOLLWAY ADDISON -GUARD FENCE FENCING PLAN TTA -GUARD FENCE STA. S99+00 TO STA. 613 ... 00 TTA 􀁬􀁓􀁅􀁣􀁮􀁏􀁎􀁾􀀠􀀭􀁾􀀭􀀮􀀠CONlltACT MO.
ONT-1t2 SHEET ---lL Of: 30 
----EXHIBIT "e" PAGE 1 OF 5 \ \ 􀀧􀀭􀁾􀀧􀀭􀀧􀀭􀀭􀀢􀀢􀀢􀀢􀀽􀀧􀀷􀁟􀀻􀀻􀀻􀀻􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀡􀀠• we.-r ........ ""''''" IIOU.M! MUll, I'M'.£. 3617 DJltQ.c.r, -.􀀭􀀧􀁾􀀭􀀢􀀢􀀧􀀧􀀧􀀧􀀧􀀠􀀬􀀬􀀢􀀮􀀭􀀮
􀁲􀀮􀁾􀀮􀀠􀀭􀀢􀀧􀁾EXHIBIT 3 MAP SHOWING PERMANENT SUB-SURFACE EASEMENT FOR PROPOSED TUNNEL CONNECTOR FOR KELLER SPRINGS ROAD AT 1'C11C1I, ADDISON AIRPORT I. 􀁾􀁾􀁾􀀧􀀺􀀧􀁟􀁊􀁯􀁑􀁏􀀮􀀱􀀨􀁲􀀠LOCATED
IN THE W/.!, LOMAX SURVEY. A-792. 1. PUI Of __ lit aun _ !WMi) AND THE E, COOK SURVEY. A-326􀀢􀀢􀀵􀀰􀀱􀀺􀁾􀀱􀀩􀀢􀀢􀀧􀁉􀁉􀁃􀁾􀀠_,... 􀀭􀁾􀁉􀁴􀀢.,.,.,..,. TOWN OF ADDISON. DALLAS COUNTY.
TEXAS t 􀀱􀁾􀀱􀁉􀁴􀁮.. IIol¥'tIfr .1IC!Oi _ CQQJI)1iI,.l't1' j BASED ON FIELD SURVEYS PERFORMED DURING.-.-.... , 2Cnln:71 JANUARY. 1995 ,...," , .1 '\,Lh______ \ 􀀭􀀮􀀭􀁾􀀠, \ 
FIELD NOTE DESCRIPTION SUB SURFACE AREA A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBIT 3 Being 19S,683
square feet or 4.492 acres out ofa called 36S.34 acre tract as conveyed to the City of Addison, by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas, said
called 36S.34 acre tract being out of the Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more particular
described as follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates of N 7,038,3SS.36.E 2,478,877.S0 NADS3 and USC&GS Station "Airport Beacon", with coordinates ofN
7,039,062.68.E 2,47S,167.73 NADS3) BEGINNING, at a set SIS" iron rod on the Easterly line of Dooley Road (width varies), said iron rod being SS6°37'IS"E, a distance of 64.79 feet from
the Northerly cut·back comer at the northeast comer of the intersection of said Dooley Road with Keller Springs Road (SO feet wide); THENCE, NOOo43'S2"W, departing the Easterly line
of said Dooley Road, a distance of IS.6l feet to a point for corner; THENCE, NS9°l6'OS"E, a distance of 174.2S feet to a point for comer at the beginning ofa tangent curve to the right,
said curve having a radius of 1763.00 feet; THENCE, continuing along said curve to the right, having a central angle of 05°47'20", a chord bearing of S87°50'12"E, a chord distance of
17S.05 feet, and an arc distance of 17S.13.teet to a point of tangency; THENCE, S84°56'32"E, a distance of 1,301.25 feet to a point for comer; THENCE, S05003'2S"W, a distance of 126.00
feet to a point for comer; THENCE, N84°56'32" W, a distance of 1,301.25 feet to a point for comer at the beginning of a tangent curve to the left having a radius of 1,637.00 feet; THENCE,
continuing along said curve to the left, having a central angle of 05°47'20", a chord bearing of NS7°50'12"W,a chord distance of 165.33 feet, and an arc distance of 165.40 feet to the point oftangency; ! THENCE, SS9°16'08"W, a distance of4S.34 feet to a point for comer on the Easterly line
of Dooley Road; ,I THENCE, NOooI2'22"W, continuing along said Easterly line 92.32 feet to a comer on the Northerly line of Dooley Road; THENCE, SS9°42'54"W, continuing along said Northerly
line of Dooley Road, a distance of 105.72 feet to a point for comer; 
THENCE, N56"37'15"W, continuing along the Northerly line ofDooley Road, a distance of25.41 feet to the POINT OF BEGINNING, and containing 195,683 square fuet or 4.492 acres in the metes
and bounds recited. This is to certify that the above description was prepared from an on the ground survey conducted under my supervision. 􀁾􀀮􀁁􀁵􀀧􀁓􀀺􀁉􀁊􀀺􀀮􀁪􀁵􀁊􀀲􀁲􀁾􀁾􀁧􀀢􀀬􀀭􀀭􀀬􀀭􀀮􀁾􀀮􀀺�
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EXHIBIT "c" PAGE 2 OF 5 I&IU,RIIS AIlCIIlOH 􀁾&4151, PACE: 3&11 D.R.D.C.T. II II II II II II \;\ 􀁾__􀁾______􀁾􀀭􀀽__ 􀁾􀁟􀁴􀁾􀁍􀁲􀁾______ _ '" ,l _',,;;_;;;;,_;;;;:..;-_;:;;;:;;;;-,.:-,..􀁟􀀽􀁟􀀽􀁟�
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__ II ....􀀬􀁾􀀠UI'O'f ""*' 6S (1(11:""':0' 􀁾'DC 􀁾􀀠􀁟􀀱􀀢􀀧􀁟􀁾􀁒􀀺􀁓........... t 􀁾􀀱􀀧􀁗􀀱􀀿􀁊􀁉􀁏􀀠􀁟􀁴􀁃􀁾􀁾􀁾􀁩􀀮􀀱􀁴􀁳.-.. I( """.'.1l (CllULO JO.'U4 n:.) OT'rOJr 􀁾􀁾􀀠 II(Ua,IE
77'Glo. PIIiE. Iltlo,lt.o.c.r. SURFACE PROPOSED TUNNEL CONNECTOR FOR KELLER SPRINGS ROAD AT ADDISON AIRPORT LOCATED IN THE WM, LOMAX SURVEY, A-792, AND THE E, COOK SURVEY, A-326 TOWN
OF ADDISON, DALLAS COUNTY, TEXAS BASED ON FIELD SURVEYS PERFORMED DURING i JANUARY, 1995 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁉􀀡􀀠i IF-'􀁾􀀢􀀬􀁾􀁟􀁣􀀻􀀻􀀻􀀻􀀻􀀭􀀮􀀮􀀮􀀮􀀮-----1, 􀁾􀁾􀀺􀀺􀀭􀀽􀁾􀀭=======111
, 1 J\ 􀀧􀁜􀁁􀀺􀁾􀀧""""""'-_. EXHIBIT 4 MAP SHOWING RIGHT-OF-WAY EASEMENT FOR .' 􀁾􀀬􀁾􀀮􀀬􀁅􀀮􀁾􀀬􀀬􀀽􀀬􀀽􀀮􀀽􀀡􀀮􀀮􀁟􀁾􀁟􀀬􀀬􀀬"'-_______ I' i ! ; ""Ii,',i ' I , I'il ,l1:______ I
I _,_Nt • I 
FIELD NOTE DESCRIPTION SURFACE RIGHT-OF WAY EASEMENT •A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBIT 4
Being 127,111 square fuet or 2.918 acres out ofa called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County,
Texas, said called 365.34 acre tract being out of the Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being
more particularly described as follows: (Bearings based on USC&GS Station "ARP 1%6" with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon" with coordinates
ofN 7,039,062.68-E 2,478,167.73 NAD83); COMMENCING at a foWld 5/8 incb iron rod at an eastern comer of said called 365.34 acre tract and on the Westerly line of Addison Road (width varies),said
corner lying on the apparent North line of said E. Cook Survey, same being the apparent South line ofthe said Wm. Lomax Survey as called for in the said City of Addison deed, said comer
also being at the beginning of a curve to the left, said curve having a radius of· 746.30 filet, having a central angle of00"07'43", a cbord bearing ofS24°44'05"E, a chord distance of
1.67 feet; TIlENCE, along said curve to the left and said Westerly line of Addison Road, an arc distance of 1.67 feet to a set 5/8 inch iron rod, a point for comer, said comer being
the POINT OF BEGINNING; THENCE, continuing along said curve to the left and said Westerly line of Addison Road, in a Southerly direction, an arc distance of22.90 feet to a set 5/8" iron
rod, the point oftangency; THENCE, S26°33'25"E, continuing along the Westerly line of said Addison Road, a distance of 34.05 feet to a set x-rut in concrete, a point for comer at the
beginning of a tangent curve to the right having a radius of 686.30 feet; THENCE, continuing along the Westerly line of said Addison Road, along said curve to the right having a central
angle of03°37'28", a cbord bearing ofS24°44'41"E, a cbold distance of43.41 feet, and an arc distance of 43.41 feet to a set 5/8" iron rod, a point for comer; THENCE, S69°09'04"W, departing
the Westerly line of said Addison Road, a distance of 108.70 feet to a found x-cut in concrete, a point for comer; THENCE, S63°42'OO"W, 87.24 feet to a set x-cut in concrete, a point
for comer at the beginning ofa nontangent curve to the right, said curve having a radius of 61 0.17 filet; THENCE, along said curve to the right, having a central angle of03°02'43" ,
a cbord bearing of S78°5I'24"W, a cbord distance of 32.43 feet, and an arc distance of 32.43 feet to a set x-cut in concrete, a point for comer; THENCE, S09°37'15"E, a distance of 4.50
to set x-cut in concrete, a point for comer at the beginning ofa non-tangent curve to the right, said curve having a radius of614.67 feet; THENCE, continuing along said curve to the
right, having a central angle 14°40'43", a cbord bearing of 
SS7°43'07"W, a chord distance of 157,04 feet, and an arc distance of 157.47 feet to a set x-cut in concrete, at the point oftangency; THENCE, N84°56'32"W, a distance of60.20 feet to
a set 5/S" iron rod, a point for comer; THENCE, N05°03'2S"E, a distance of 10.00 feet to a set 5/8" iron rod, a point for comer; THENCE, N84°56'32"W, a distance of 126.00 feet to a set
x-cut on concrete, a point for comer; THENCE, S05°03'28"W, a distance of 11.00 feet, to a set x-cut on concrete, a point for comer; THENCE, N84°56'32''W, a distance of 274.00 feet to
a set x-cut on concrete, a point for comer; THENCE, S05°03'28''W, a distance of 8.00 feet to a set x-cut on concrete, a point for comer; THENCE, N84°56'32''W, a distance of 177.73 feet
to a set x-cut in concrete, a point for comer; THENCE, N05°03'28"E, a distance of 156.00 feet to a set x-cut in concrete, a point for comer; THENCE, S84°56'32"E, a distance of 177.73
feet to set x-cut in concrete, a point for comer; THENCE, SOso03'28"W, a distance of8.00 feet to set x-cut in concrete, a point for comer; THENCE, S84°56'32"E, a distance of274.00 feet
to a set x-cut in concrete, a point for comer; THENCE, S05°03'2S''W, a distance of 11.00 feet to a set x-cut in concrete, a point for comer; THENCE, S84°S6'32"E, a distance of 186.20
feet to a set x-cut in concrete, a point at the beginning ofa tangent curve to the left having Ii radius of486.67 feet; THENCE, along said curve to the left, having a central angle of
02°42'31", a chord that bears S86°17'48"E, 23.01 feet, and an arc distance of23,01 feet, to a set x-cut in concrete, a point for comer; THENCE, S02°20'S6"W, a distance of4.50 feet to
a set x-cut in concrete, a point for comer, the beginning ofa non-tangent curve to the left having a radius of491.17 feet; THENCE, along said cnrvetothe left, having a central angle
of 14°04'12", a chord that bears N8so18'SO"E, a chord distance of 120.31, and an arc length of 120.62 feettoa set x-cut in concrete, a point for comer; THENCE, Sllo43'16"E, a distance
of4.S0 feet, to a set x-cut in concrete, a pont for comer; THENCE, N86°11'S6"E, a distance of S4.34 feet, to a set S/8 inch iron rod, a pont for comer; THENCE, N68°46'01 "E, a distance
of 124.95 feet, to a set S/8 inch iron rod, a pont for comer; THENCE, N20042'S6''W, a distance of 8.82 feet, to a set S/8 inch iron rod, a pont for comer; THENCE, N69°09'04"E, a distance
of 2.IS feet to the POINT OF BEGINNING, and containing 127, III 
square feet or 2.918 acres in the metes and bounds recited. This is to certify that the above description was prepared from an on the ground survey conducted under my supervision. DATE:
II I F I 'th. Ayub R. Sandhu, P.E.,R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ 
I EXHIBIT "e" PAGE 3 OF 5 L :tJ." -•• ......--".10 __t _ . 1[\ , EXHIBIT 5 I,MAP SHOWING PERMANENT SURFACE EASEMENT FOR I PROPOSED TUNNEL CONNECTOR I' iIFOR KELLER SPRINGS ROAD · AT-'·c'-=:;,.....􀀽�
�􀁾􀀺􀀺􀀺􀁾􀀽... ....... __=_.,=='"'=,,-_ ..,,---'·c ......􀀽􀀽􀁟􀀽􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀢􀀧􀀭􀀭􀀭I'IO'I'lS' ADDISON AIRPORT 􀁾􀀭􀀭􀀭􀀭􀀭· ---Y;, 􀁾􀀻􀁲􀁲􀁾􀁾􀁾..... JIQO nu.o-LOCATED IN
THE WM. LOMAX SURVEY, A-792. 1-􀁾01' ........... ","0 gog,. 􀁾􀀠 􀁾􀀠01:.1"1:_0 l1IOII M I'QJ.I3WD; AND THE E. COOK SURVEY. A-326 􀀢􀀢􀁟􀀭􀁾􀁾􀀢."""""" GRAPHIC SCA1.£. TOWN OF ADDISON,
DALLAS COUNTY. TEXAS • 1: I""""''''.-􀁾It.ot»< -ro:;'.""'I1;$ --u--; i i BASED ON FIELD SURVEYS PERFORMED DURING I: NlIIt",.n IJANUARY, 1995 
FIELD NOTE DESCRIPTION PERMANENT SURFACE EASEMENT PSE-l A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACf 792 E. COOK SURVEY, ABSTRACf 326 ADDISON, DALLAS COUNTY, TEXAS EXIllBIT5
Being 2,211 squarefeet or 0.051 acres out of a called 365.34 acre tract as conveyed to the City of Addison, by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County,
Texas, said called 365.34 acre tract being out of the Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being
more particular described as follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon", with coordinates
ofN 7,039,062. 68-E 2,478,167,73 NAD83) COMMENONG, at a set 5/8" iron rod on the Easterly line of Dooley Road (width varies), at the nortb comer of a comer-clip, at the nortbeast intersection
of said Dooley Road and Keller Springs Road (50 feet wide); THENCE, S56°37'15"E, along the Easterly line ofsaid Dooley Road, 40.96 feet to a point for comer; THENCE, S89°16'08"E, departing
the Easterly line ofsaid Dooley Road, a distance of 19.73 feet to the POINT OF BEGINNING; THENCE, NOoo43'52"W, a distance of 5.25 feet to a point for comer; THENCE, N89°16'08"E, a distance
of 174.25 fect to a point for comer;' THENCE, SOoo43'52"E, a distance of 13.00 feet to a point for comer; THENCE, S89°16'08"W, a distance of 167.25 feet to a point for comer; THENCE,
NOoo43'52"W, a distance of7.75 fect to a point for comer; THENCE, S89°16'08"W, a distance of7.00 feet to the POINT OF BEGINNING, containing 2,211 square feet, or 0.051 acres in the metes
and bounds recited. This is to certify that the above description was prepared from an on the ground survey conducted under my supervision. Approval: Texas TumpikeAuthority ____ DATE:
i /10/􀀧􀁊􀁾􀀠 
FIELD NOTE DESCRIPTION PERMANENT SURFACE EASEMENT PSE-2 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBITS
Being 628 square feet or 0.014 acres out of a called 365.34 acre b'act as conveyed to the City ofAddison, by deed reoorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas,
said called 365.34 acre tract being out oftile Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more particular
described as follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon", with coordinates ofN 7,039,062.68-E
2,478,167,73 NAD83) COMMENCING, at the Southerly cut-back comer at the northeast comer of the intersection of Dooley Road (width varies) with Keller Springs Road (50 feet wide); THENCE,
Easterly and Southerly along the Easterly ROW line of said Dooley Road as follows: N89°42'54"E, a distance of 105.72 feet to a point; SOOO 12'22"E, a distance of 79.31 feet to the POINT
OF BEGINNING ofthe tract herein described: THENCE, NS9°16'OS"E, leaving said Easterly ROW line ofDooley Road, 4S.22 feet to a point for comer; THENCE, SOo043'52"E, a distance of 13.00
feet to a point for comer; THENCE, SS9"16'OS"W, a distanee of 4S.34 feet to a point for comer on said Easterly ROW line ofDooley Road; THENCE, NOooI2'22"W, a distance of 13.00 feet,
along said Easterly ROW line of Dooley Road, to the POINT OF BEGINNING, and containing 628 square feet, or 0.014 acres in the metes and bounds recited. This is to certi.lY that the above
description was prepared from an on the ground survey conducted under my supervision. 1110 /"" AyubR.􀁩􀀱􀁾􀀮􀁻􀁐􀀺􀁌􀁾􀀠DATE: Texas Surveyor Registration No. 2910 Approval: Texas Turnpike
Authority ____ 
o FIELD NOTE DESCRIPTION PERMANENT SURFACE EASEMENT PSE-3 A PORTION OF KELLER SPRINGS ROAD AND DOOLEY ROAD Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 W. H. WITT SURVEY,
ABSTRACT 1609 DAVID MYERS SURVEY, ABSTRACT 923 GEORGE SYMS SURVEY, ABSTRACT 13« ADDISON, DALLAS COUNTY, TEXAS EXHmIT5 Being 68,432 square feet or 1.571 acres out ofthe rights-of-way
of Keller Springs Road (50' wide) and Dooley Road (width varies) lying in the City of Addison, said rights-of-way being out ofthe Wm. Lomax Survey, Abstract 792, the E. Cook Survey,
Abstract 326, the W. H. Witt Survey, Abstract 1609, the David Myers Survey, Abstract 923, and the George Syms Survey, Abstract 1344, all in the City ofAddison, Dallas County, Texas and
being more particular described as follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon",
with coordinates ofN 7,039,062.68-E 2,478,167,73 NAD83) BEGINNING at a 5/8 inch iron rod found for comer in the existing northerly right-ofway line of said Keller Springs Road, said
point being the most southerly northeast corner ofthe intersection of said northerly line of Keller Springs Road with the existing easterly line ofMidway Road (a variable width right-of-way
at this point), said point also being the southernmost southwest comer of Lot A, Block B as conveyed to CB Institutional Trust Fund VII, by deed recorded in Volume 84250, Page 4372,
ofthe Deed Records of Dallas County, Texas, an addition to the City of Addison, by plat entitled "BeItwood North, JWL Addition," recorded in Volume 82073, Page 2483, ofthe Map Records
of Dallas County, Texas; THENCE, N89°14'OO"E, along said right-of-way line and the southerly line ofsaid Addition, passing at a distance of 124.32 feet, a 5/8 inch iron rod found, the
southeast comer ofsaid Lot A, same being the southwest comer ofLot B of said Addition, as conveyed to CB Institutional Trust Fund VII, by deed recorded in Volume 84061, Page 3143, ofsaid
Deed Records, passing at a distance of538.32 feet, a Yo inch iron rod found, the southeast comer ofsaid Lot B, same being the southwest corner ofthat certain tract ofland as conveyed
to EKL Realty, by deed recorded in Volume 90206, Page 0 I 02, of said Deed Records, said point also being the southeast comer of said BeItwood North, JWL Addition, continuing in all
a total distance ofS17.84 feet to a 5/S inch iron rod found, the southeast comer of said EKL Realty tract, same being the northwest comer ofthe intersection ofsaid Keller Springs Road
with Dooley Road ( 60' wide); THENCE, NOoo32'09"W, along the easterly line ofsaid EKL tract and said westerly line of Dooley Road, a distance of 52.01 feet to a point for comer; THENCE,
N89°27'51 "E, departing said common line, a distance of60.00 feet to a 5/8 inch iron rod found for comer on the easterly line of said Dooley Road and on thewesterIy line ofa called 365.34
acre tract ofland as conveyed to the City ofAddison, by deed recorded in Volume 77010, Page 1391, of said Deed Records; Records; THENCE, along said common line, the following courses
and distances: S56°37'15"E, a distance of 90.20 feet to a 5/8 inch iron rod found for corner; N89°42'54"E, a distance of 105.72 feet to a 5/8 inch iron rod found for comer; SOOO I2'22"E,
a distance of 111.00 feet to a point for comer; 
THENCE, S89°47'38"W, leaving said easterly line of Dooley Road and said westerly line of called 365.34 acre tract, a distance of 50.92 feet to a point for comer on the westerly line
of said Dooley Road, said point being the southeast end of a comer cut-back line at the intersection of said westerly line of Dooley Road with the southerly line of said Keller Springs
Road, same being the most easterly northeast comer of Lot I, as conveyed to Midpark North Joint Venture by deed recorded in Volume 91136, Page 1164, ofsaid Deed Records, the most easterly
northeast comer of Midway Park North II, ali addition to the City ofAddison by plat recorded in Volume 83035, Page 1180, ofsaid Map Records; THENCE, N57°1O'08"W, along said common line,
a distance of 101.70 feet to a 5/8 inch iron rod found, the most northerly northeast comer ofsaid Lot 1 and said subdivision; THENCE, 􀁓􀀸􀁾􀀱􀀶􀀧􀀰􀀷􀀧􀀧􀁗􀀬􀀠along said conunon line,
passing at a distance of256.60 feet, a found 'X' in concrete, the northwest corner of said Lot 1, same being the northeast corner of Lot 2, that certain tract ofland as conveyed to M
& F Development Company, Inc. by deed recorded in Volume 90081, Page 3202, ofsaid Deed Records, in all total distance of795.41 feet to a 5/8 inch iron rod found for corner; THENCE, S62°47'14"W,
continuing along said common line, a distance of 55.96 feet to a 5/8 inch iron rod found for corner at the intersection of said southerly line ofKeller Springs Road with said easterly
line ofMidway Road; THENCE, S00039'42"E, along said common line, a distance of 41.80 feet to a 1/2 inch iron rod found, the southeast intersection of said Keller Springs Road with said
Midway Road; THENCE, N33°06'32''W, departing said common line, a distance of 142.28 feet to the POINT OF BEGINNING, containing 68,432 square feet, or 1.571 acres in the metes and bounds
recited. Note: A plat of survey ofeven survey date herewith accompanies this legal description This is to certif'y that the above description was prepared from an on the ground survey
conducted under my supervision. DATE: 􀀱􀀱􀀲􀀮􀁾􀀯􀀧􀀱􀀷􀀠Ayub R. dhu, P.E.,R.P.L.S. S Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ 
EXHIBIT l1l1e PAGE 4 OF 5 􀀭􀀬􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭-',,;;_..􀁟􀀻􀀻􀀻􀁯􀀻􀀭􀀻􀀻􀀻􀁾􀀻􀀻􀁟􀀺􀀻􀀬􀀺􀀻􀀭􀀮=-_..,_""=0_='---''''----.·,_;::;;;;,!;.;;;_;;;_;;,,------------.. n-----􀁾IUl",
PA,(j( .)817 GAO-C.T, , 􀀮􀁾􀀠􀁾􀀭􀀭􀁉􀁾􀁉􀀠,If-----. Nilm:', ,. 􀁾􀀺􀀺􀀽􀀻􀁾􀀺􀁾􀀢􀀺􀁾􀁳􀁕􀁲􀀠􀁌􀁦􀁯􀀼􀀮􀁴􀁓􀁾􀀠"$1<IQnI on«JMJI( LIAS.. 0/􀀨􀁉􀁃􀁾􀀠II '""to __ JU,OQ ... 􀁯􀁲􀀮􀀱􀁜􀀢􀀭􀁃􀀡􀀩􀁾􀁮􀁣�
�􀀠􀁟􀀱􀁟􀀭􀁾􀁬􀀡􀀺􀁓."""'"r 􀀱􀁾􀀱􀁉􀁬􀁉􀁮... 􀁾􀀭􀀺􀀢􀀧􀀻􀁊􀁃􀁏􀁴􀀠_􀁾􀀢􀀧􀁬􀁴• • ' •.,.1"',1) --􀁩􀀧􀀢􀁾_____ i I I 􀁾􀀭􀀽􀀽􀀽􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀧􀀠...... 􀁾􀀠I ------II EXHIBIT
6 MAP SHOWING TEMPORARY EASEMENT FOR PROPOSED TUNNEL CONNECTOR FOR KELLER SPRINGS ROAD AT ADDISON AIRPORT LOCATED IN THE WM. LOMAX SURVEY. A-792. AND THE E. COOK SURVEY. A-326 TOWN OF
ADDISON, DALLAS COUNTY. TEXAS BASED ON FIELD SURVEYS PERFORMED DURING JANUARY, 1995 -, j\• I I' iI l1:__.____i _._" , I 
FIELD NOTE DESCRIPTION TEMPORARY EASEMENT A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXmBIT6 Being 16,516
square feet or 0.379 acres out ofa called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Vohnne 77010, Page 1391, Deed Records, Dallas County, Texas, said called
365.34 acre tract being out ofthe Wm. Lomax Survey, Abstract 792 and the E, Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more i " particularly
described as follows: (Bearings based on USC&GS Station "ARP 1966" with coordinatas ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon" with coordinates ofN 7,039,062,68-E
2,478,167,73 NAD83) BEGINNING, at a set 5/8" iron rod on the Easterly line of Dooley Road (width varies), at the north comer ofa comer-clip, at the northeast intarsection ofsaid Dooley
Road and Keller Springs Road (50 feet wide); THENCE, NOoo21 '59''W, along said Easterly line ofDooley Road, 242.40 feet to a set 5/8 inch iron rod, a point for comer at the beginning
ofa non-tangent curve to the left having a radius of247,63 feet; THENCE, leaving said Easterly line of Dooley Road, along said curve to the left having a central angle of48°02'24", a
chord bearingofS24°23'1l"E, a chord distance of20L60 feet, and an arc distance of207,63 feet to a set 5/8 inch iron rod, a point for comer at the beginning ofa tangent curve to the right
having a radius of309.l7 feet; : THENCE, along said curve to the right having a central angle of24°55'01 n, a chord bearing ofS35°56'52"E, a chord distance , of 133.39 feet, and an arc
distance of 134,45 feet to a set 5/8 inch iron rod, a point for comer on said Easterly line ofDooley , Road; . THENCE, along said Easterly line of Dooley Road, S89°42'54"W, a distance
of84,68 feet to a set 5/8 inch iron rod, a point , for comer; THENCE, continuing almg said Easterly line ofDooley Road, N56°37'15''W, a distance of 90,20 feet to the POINT OF BEGINNING,
and containing 16,516 square feet or 0.379 acres in the metes and bounds recited, This is to certify that the above description was prepared from an on the ground survey conducted under
my supervision, ;Ayubsandhu, P.E.,RP,L.S. DATE: II I +-If' , ,Texas Surveyor Registration No, 2910 J Approval: ITexas Turnpike Authority ____ i 
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-.. ......... eN i EXHIBIT 8 MAP SHOWING TEMPORARY CONSTRUCTION EASEMENTS FOR PROPOSED TUNNEL CONNECTOR FOR KELLER SPRINGS ROAD AT ADDISON AIRPORT LOCATED IN THE WM. LOMAX SURVEY. A-792.
AND THE E. COOK SURVEY. A-326 TOWN OF ADDISON. DALLAS COUNTY. TEXAS BASED ON FIELD SURVEYS PERFORMED DURING J ANU ARY. 1995 ..... ".,n I I, I I ' ... -/IIt"."o SUW.IU -r4-".'" 
FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT NO.1 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBITS
Being 68,911 square feet or 1.582 acres out ofa called 365.34 acre tract as conveyed to the City ofAddison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas,
said called 365.34 acre tract being out of the Wm Loma."{ Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more particularly
described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD 83 and USC&GS Station "Airport Beacon" with coordinates ofN 7,039,062.68-E
2,478,167.73 NAD 83) COMMENCING at a 5/8" iron rod fuund in the south line of the Wm. Lomax Survey, said point being in the westerly right-ofway (ROW) line ofAddison Road and being at
the beginning of a curve to the left having a radius of 746.30 feet; THENCE THENCE along the westerly ROW line ofAddison Road as follows: Southerly along said curve to the left, a central
angle of 0 1°53'11", a chord bearing of S 25°36'50" E, a chord distance of24.57 feet, and an arc distance of24.57 feet to the point oftangency; S 26°33'25" E, a distance of34.05 feet
to the beginning of a curve to the right having a radius of 686.30 feet; Southerly along said curve to the right having a central angle of03°37'28", a chord bearing ofS 24°44'41" E,
a chord distance of 43.41 feet, and an arc distance of43.41 feet to a point in the proposed southerly ROW line of Keller Springs Road; THENCE along the southerly ROW line ofKeller Springs
Road as follows: S 69°09'04" W, a distance of 108.70 feet; S 63°42'00" W, a distance of87.24 feet to the begirming ofa non-tangent curve to the right having a radius of 610.17 feet;
Southwesterly along said curve to the right having a central angle of03°02'43", a chord bearing of S 78°51'24" W. a chord distance of 32.43 feet, and an arc distance of32.43 feet to
a point; S 090)7'15" E, a distance of4.50 feet to the beginning of a non-tangent curve to the right having a radius of 614.67 feet; Westerly along said curve to the right having a central
angle of 14°40'43", a chord bearing ofS 87°43'07" W, a chord distance of 157.04 feet, and an arc distanceofl57.47 feet to the point of tangency; N 84°56'32" W, a distance of33.51 feet
to the POINT OF BEGINNING of the tract herein described described: THENCE S 69°01'00" W, a distance of531.48 feet to a point for a comer; THENCE N 21 °29'55" W, a distance of 244.08
feet to a point for a comer; THENCE N 84°56'32" W, a distance of 17.77 feetto a point for a comer; THENCE N 05°03'28" E, a distance of6.00 feet to a point in the proposed southerly ROW
line of Keller Springs Road; 
THENCE along the southerly ROW line of Keller Springs Road as follows: S 84°56'32" E, a distance of 177,73 feet to a point for a corner; N 05°03'28" E, a distance of8,00 feet to a point
for a corner; S 84°56'32" E, a distance of 274.00 feet to a point for a corner; N 05"03'28" E, a distance of 11.00 feet to a point for a corner; S 84°56'32" E, a distance of 126,00 feet
to a point for a corner; S 05"03'28" W, a distance of 10.00 feet to a point for a corner; S 84"56'32"E, a distance of 26.69 feet to the POINT OF BEGINNING, containing 68,911 square feet,
or 1.582 acres ofland, more or less, TIris is to certify that the above description was prepared from an on the ground survey conducted under my supervision. DATE: i 116 1'1e:. Ayub
R. S dhu, P,E"R,P,L.S, Texas Surveyor Registration No, 2910 Approval: Texas Turnpike Authority ____ 
FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT NO.2 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBITS
Being 3,400 square feet or 0.078 acres out of a called 365,34 acre tract as conveyed to the City ofAddison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas,
said called 365.34 acre tract being out of the Wm Loma.x Survey, Abstract 792 and the E, Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being more particularly
described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates of N 7,038,355.36-E 2,478,877,80 NAD 83 and USC&GS Station "Allport Beacon" with coordinates ofN 7,039,062,68-E
2,478,167.73 NAD 83) COMMENCING at a 5/8" iron rod found in the south line of the Wm. Lomax Survey, said point being in the westerly right-of-way (ROW) line of Addison Road and being
at the beginning ofa curve to the left having a radius of 746.30 feet; THENCE, Southerly, along said ROW line and along said curve to the left having a central angle of 00°07'43", a
chord bearing ofS 24°44'05" E, a chord distance of 1.67 feet, and an arc distance of 1.67 feet to a point in the proposed northerly ROW line of Keller Springs Road; THENCE, Southwesterly
and Westerly along said northerly ROW line of Keller Springs Road as follows: S 69°09'04" W, a distanceof2.15 feet to a point; S 20°42'56" E, a distance of 8.82 feet to a point; S 68°46'01"
W, a distance of 124.95 foolto a point; S 86°11'56" W, a distance of 46.07 feet to the POINT OF BEGINNING of the tract herein described: THEN(:E, continuing along said proposed northerly
ROW line ofKeeler Springs Road as follows: S 86°11 '56" W, a distance of 8.27 feet to a point for corner; N II °43'16" W, a distance of4.50 feet to a point for corner at the beginningofa
curve to the right having a radins of491.17 feet; Westerly, along said curve to the right having a central angle of 14°04'12", a chord bearing S 85°18'50"W, a chord distance of 120,31
feet, and an arc distance of 120.62 feet to a point for a corner; N 02°20'56" E, a distance of 4.50 feet to a point at the beginning of a curve to the right having a radius of486.67
feet; 
Westerly, along said curve to the right having a central angle of 02°42'3 I ", a chord bearing of N 86°17'48" W, a chord distance of23.01 feet, and an arc distance of23.01 feet to the
point of tangency; N 84°56'32" W, a distance of 186.20 feet to a point for a corner; THENCE, departing said proposed ROW line, N 05°03'28" E, a distance of I 0.00 feet to a point for
a comer; THENCE, S 84°56'32" E, a distance of 186.20 feet to the beginning ofa tangent curve to the left having a radius of 476.67 feet; THENCE, Easterly, along said curve to the left having a central angle of 02°42'3 I", a chord bearing of S 86° 17'48" E, a
chord distance of 22.54 feet, and an arc distance of 22.54 feet to a point for a corner; THENCE, S 02°20'56" W, a distance of 4.50 feet to a point for a corner, said point being at the
beginning ofa curve to the left h8'\.mg a radius of 481.17 feet; THENCE, Easterly, along said curve to the left having a central angle of 15°00'54", a chord bearing N 84°50'29" E, a
chord distance of 125.74 feet, and an arc distance of 126.10 feet to a point for a corner; THENCE, S 12°39'58" E, a distance of 15.71 feet to the POINT OF BEGINNING, containing 3,405
square feet, or 0.078 acres ofland, more or less. This is to certify that the above description was prepared from an on the ground survey conducted under my supervISIon. -,--_c.Au1lIt>
Iii· 􀁾􀀬􀁵􀀮􀀮􀁨􀀭􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀡􀀺􀀽􀀭􀀬􀀻􀀨􀁾􀀧􀀽􀀭􀀧􀁾􀁾􀀮􀀽􀀮􀀺􀀺􀀺􀀺􀁾􀀺􀀺􀀺􀀺􀀺􀀽__ DATE: Ayub iStdhu, P.E.,RP.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Turnpike
Authority ____ 
· FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT NO.3 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS ExmBIT8
Being 4,902 square feet or 0.113 acres out of a ca11ed 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volume 770 10, Page 1391, Deed Records, Dallas County,
Texas, said called 365.34 acre tract being out of the Wm Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being more
particularly described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates of N 7,038,355.36.E 2,478,877.80 NAD 83 and USC&GS Station "Airport Beacon" with coordinates
ofN 7,039,062.68·E 2,478,167.73 NAD 83) COMMENONGata 5/S" iron rod found in the south line ofthe Wm. Lomax Survey, said point !)eing in the westerly right-of·way (ROW) line of Addison
Road and being at the beginning of a curve to the left having a radius of 746.30 feet; THENCE, Southerly, along said ROW line and along said curve to the left having a central angle
of 00°07'43", aehord bearingofS 24°44'05" E, a ehord distance of 1.67 feet, and an arc distance of 1.67 feet to a point in the proposed northerly ROW line ofKeller Springs Road; THENCE,
Southwesterly and Westerly along said northerly ROW line of Keller Springs Road as follows: S 69°09'04" W, a distance of 2.15 feet to a point; S 20°42'56" E, a distance ofS.82 feet to
a point; S 68°46'01" W, a distance of 124.95 feet to a point; S 86°11'56" W, a distanceof54.34 feet to a point; N 11°43'16" W, a distance of 4.50 feet to a point at the beginning of
a curve to the right having a radius of491.17 feet; Westerly, along said curve to the right having a central angle of 14°04'12", a chord bearing S 85°18'50" W, a chord distance of 120.31
feet, and an arc distance of 120.62 feet to a point for a comer; N 02°20'56" E, a distance of 4.50 feet to a point at the beginning of a curve to the right having a radius of 486.67
feet; Westerly, along said curve to the right having a central angle of 02°42'3 I", a chord bearing of N 86°17'48" W, a chord distance of23.01 feet, and an arc distance of23.01 feei
to the point of tangency; N 84°56'32" W, a distance of 186.20 feet to a point for a comer; 
N 05°03'28" E, a distance of 11.00 feet to the POINr OF BEGINNING ofthe tract herein described: THENCE along the proposed northerly ROW line ofKeller Springs Road as follows: N 84°56'32"
W, a distance of274.00 feet to a point for a comer; N 05°03'28" E, a distance of8.00 feet to a point for a corner; N 84°56'32" W, a distance of 177.73 feet to a point for comer; N 05°03'28"
E, a distance of 6.00 feet to a point for a corner; THENCE, S 84°56'32" E, departing said ROW line, a distance of451.73 feet to a point for comer; THENCE, S 05°03'28" W, a distance of
14.00 feet to the POINT OF BEGINNING, containing 4,902 square feet, or 0.113 acres ofland, more or less This is to certify that the above description was prepared from an on the ground
survey conducted under my supervision. 􀀭􀀺􀀭􀀭􀀺􀀭􀀭􀀺􀀡􀀺􀁌􀁾􀁾􀁾􀀮􀀮􀁊􀁬􀀮...􀁾􀁋􀀮􀁾􀁟􀀽􀀭􀀡􀀭􀁾􀁾􀁾􀀺􀀺􀀺􀀡􀁾􀀺􀀺􀀺􀀽􀀽􀀽􀀽􀀭􀀭DATE: i /llJ/(b􀁁􀁙􀁕􀁢􀁾􀀮􀁅􀀮􀀬􀁒􀁐􀀮􀁌􀀮􀁓􀀮􀀠Texas
Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ 
EXHIBIT 1)..1 TO INTERLOCAL AGREEMENT Permanent Easements When recorded, return to: Locke Purnell Rain Harrell (A Professional Corporation) 2200 Ross Avenue Suite 2200 Dallas, Texas
75201-6776 Attn: Frank E. Stevenson, II ADDISON AIRPORT TOLL TUNNEL GRANT OF EASEMENTS THE STATE OF TEXAS § § COUNTY OF DALLAS § THIS GRANT OF EASEMENTS is executed as of the __ day
of _____-J 1997, by THE TOWN OF ADDISON, a home-rule municipal corporation ("Grantor"). RECITALS A Grantor is the owner of certain real property located in Dallas County, Texas, known
as Addison Airport (the "AiI:port") and Keller Springs and Dooley Roads (the "Roads"), which real property is more particularly descn'bed on Exln'bit A attached hereto. B. Texas Turnpike
Authority, an agency of the State of Texas ("Grantor") proposes to construct a controlled access toll turnpike project (the "Project") over, under, and across the Airport and portions
of the Roads, and Grantor by Ordinance No. 094-038 and Resolutions Nos. R90-056, R93-125, R96-069 and R96-138 has agreed thereto, 
C. The Project will provide a continuous facility from Addison Road to Midway Road and will be situated on the surface of the Airport and the Roads in those locations descnbed on Exhibit
B attached hereto as "East Surface Easement Area" and "West Surface Easement Area" (herein so called) and within the subsurface of the Airport in that location described on Exhibit B
attached hereto as "Subsurface Easement Area" (herein so called). D. Grantor desires to grant to Grantee certain easements for the Project. GRANT OF EASEMENT NOW, THEREFORE, for and
in consideration of the sum of TEN AND NO/lOO DOlLARS ($10.00) and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt and sufficiency of which is hereby
acknowledged and confessed, Grantor has GRANTED, SOID AND CONVEYED, and by these presents does GRANT, SEll AND CONVEY unto Grantee, its successors and assigns, the following easements
(the "Easements"): (a) A perpetual and exclusive easement and right-of-way (the "West Surface Easement") in, over, and across the West Surface Easement Area. (b) A perpetual and exclusive
easement and right-of-way (the "East Surface Easement") in, over, and across the East Surface Easement Area. (c) A perpetual and exclusive easement and right-of-way (the""Subsurface
Easement") in, over, and across the Subsurface Easement Area. 1. The Easements may be used by Grantee, its employees, contractors, agents, successors, and assigns, in connection with
activities relating to the construction, installation, reconstruction, relocation, alteration, operation, inspection, maintenance, improvement, an<b;, modification of the Project, including
all Project Facilities. As used herein, "Project -2
Facilities" shall mean (a) the tunnel (the 'Tunnel") and all ramps leading to the Tunnel to be constructed within the Subsurface Easement Area, (b) streets, roadways, other rights-ofway
for vehicular traffic and all paving, curbing, and striping thereon, (ill) footings, foundations, columns, posts and other types of support structures ("Support Structures"), (iv) utility
systems, including water, gas, sanitary sewer, storm sewer, electric, fiber optic, cable television, and/or communication system or systems, or parts thereof, including lines, pipes,
conduits, meters, valves, fittings, lateraJs, poles, wires, guys, crossarms, conductors, transformers, splices, switches, manholes, handholes, junction boxes, and cables, (v) drainage
facilities and necessary appurtenances thereto, including shoring or retaining structures, culverts, box culverts, pipes, mains, manholes, handholes, vaJves, fittings, lateraJs, inlets,
paving, and curbing, (vi) structures and equipment including toll collection facilities, landscaping, lighting, conduit, cable, guardrails and other safety features and devices, and
(vii) all other things that Grantee from time to time deems necessary, appropriate, or desirable in Grantee's sole discretion, with respect to the Project. Grantee may perform all excavation,
boring, backfilling, embedding, drilling, grading, and other construction activities as Grantee from time to time deems necessary, appropriate, or desirable in Grantee's sole discretion,
with respect to the Project and the Project Facilities. 2. Grantor acknowledges and agrees as follows: (a) The Project and all Project Facilities shall be entitled to the right of lateraJ
support and Grantor, in its construction, operation and maintenance of the Airport or its consideration of any project that might affect the Project, shall make, 􀀮􀁾􀀠 and shall cause
its tenants to make, every reasonable effort to minimize or avoid any adverse impact on the Project, the Easements, or the rights of Grantee herennder. -3 • 
(b) Grantor consents to any reasonable and necessary encroachments by Support Structures on the remainder of the subsurface of the Airport and the Roads. (c) Grantee may authorize and
permit third parties to use the Project on such terms as Grantee, in its sole discretion, deems appropriate, but no third parties, including the general public, shall acquire any rights
in the Easements as a result of such use. Grantee shall have the sole right to control access to the Project, including the entrances of the Tunnel. (d) Grantor shall not construct or
place within the Easements any building, fence, shrub, or other structure, improvement, or growth of any character. Grantee shall have the right to remove, and keep removed, all or parts
of any such building, fence, shrub, or other structure, improvement, or growth of any character that is located within the Easements and which, in the judgment of Grantee, may endanger
or in any way interfere with the construction, efficiency. or convenient and safe operation and maintenance of the Project or the exercise of Grantee's rights hereunder. (e) Grantee
is acquiring the Easements in connection with Grantee's construction and operation of the described turnpike project, as defined in, permitted by, and in accordance with the provisions
of Chapter 361 of the Texas Transportation Code (the "Turnpike Act"), and to all terms of the Turnpike Act reference is hereby made. The consideration exchanged between the parties hereto
for the Easements shall be considered full compensation for such interests and for any severance damages, or any damages to, or diminution in the value of, other lfi!Ilds belonging to
-4
Grantor, that may be claimed or asserted by virtue of such acquisition and use of the Easements by Grantee. 3. In exercising Grantee's rights, Grantee agrees to use all reasonable efforts
to prevent and minimize damage and injury to the land over the Subsurface Easement Area and any improvements thereon and to Grantor's land appurtenant or adjacent to the Project and
any improvements thereon. H in exercising Grantee's rights hereunder there is caused any damage, injury or change to Grantor's land or property appurtenant or adjacent thereto, other
than the removal or modification ofimprovements and other changes described in the Interlocal Agreement between Grantor and Grantee, Grantee shall promptly repair and restore the said
land or property. H Grantee shall fail to do so, Grantor may repair and restore the said land or property and the cost thereof shall be due and payable by Grantee upon demand. Grantee
will not permit or create a nuisance to exist in the exercise and use of the rights and privileges herein granted. 4. To the extent permitted by law, Grantee shall indemnify Grantor
against., and hold Grantor harmless from, any and all liens, liabilities, actions, causes of action, lawsuits damages, losses, expenses (including reasonable attorneys' fees) or costs
for any injury to or the death of any person or improper damage to or destruction of any property to the extent attributable to or resulting from any act or omission of Grantee, Grantee's
officers, employees, contractors or agents under this Grant of Easements. The provisions of this paragraph shall survive the termination of this Grant of Easements. 5. Grantor, its successors
and assigns, may fully use and enjoy the West Surface Eas'ement., East, Surface Easement, and Subsurface Easement., except that such use and enjoyment shall not hinder, conflict or interfere
with the exercise of Grantee's rights -5 
hereunder or with the safe and efficient operation of the Project. Grantee shall clean up and remove all trash and debris, and, except as otherwise expressly provided in the Interlocal
Agreement, repair and replace structures and repair other damages (or, ifnot repairable or replaceable, pay for the cost of the same) caused by any construction, repair or maintenance
of the Project or the Project Facilities. TO HAVB AND TO HOLD the Easements, together with all and singular the rights, privileges, and appurtenances thereto in anywise belonging, unto
Grantee, its successors and assigns; and Grantor does hereby bind itself, its successors and assigns, to WARRANT AND FOREVER DEFEND all and singular the Easements unto Grantee, its successors
and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. EXECUTED this day of _______-', 199.7, to be effective as of the date first written
above. THE TOWN OF ADDISON, ATTEST: a home-rule municipal corporation By:______________ By:______________ Name:.______________________Name:_______-:-__ Title:______________________-:::-::--::______--
-.JSecretary [Seal} -6
STATE OF TEXAS § § COUNTY OF DAILAS § This instrument was acknowledged before me on this _ day of , 1997, by , of TIlE TOWN OF ADDISON, a home-rule municipal corporation, on behalf of
said corporation. [Seal] Notary Public in and for the State of Texas My Commission Expires: 􀀭􀁾􀀮􀀭􀀭􀀭􀀭􀀭Printed Name of Notary GRANTEE'S ADDRESS: Texas Turnpike Authority P.O. Box
190369 3015 Raleigh Street Dallas, Texas 75219 J ) -7 I 
EXHIBIT A Description of Airport A called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas, said called
365.34 acre tract being out of the Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas. 
EXBIBITB Easement Areas FIELD NOTE DESCRIPTION SUB SURFACE AREA A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACf 792 E. COOK SURVEY, ABSTRACf 326 ADDISON, DALLAS COUNTY. TEXAS
EXHIBIT 3 Being 195,683 square feet or 4.492 acres out of a called 365.34 acre tract as conveyed to the City ofAddison, by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas
CowHy, Texas, said called 365.34 acre tract being out of the Wrn. Lorna.x Survey, Abstract 792 and the E. Cook Survey, Abstract 326, allin the City ofAddison, Dallas CoWlt]', Texas and
being more particular described as follows: (Bearings based on USC&GS Station "ARP 1966", ",,-jth coordinates of N 7,038,355.36-E 2,478,877.80 NADg3 and USC&GS Station "Airport Beacon",
",,-jth coordinates ofN 7,039,062.68-E 2,478,167.73 NAD83) BEGINNING, at a set 5/8" iron rod on the Easterly line of Dooley Road (width varies), said iron rod being 556'37' 15"E, a distance
of 64.79 feet from the Northerly cut-back corner at the northeast corner of the intersection intersection ofsaid Dooley Road \\-jth Keller Springs Road (50 feet wide); THENCE, NOO'43'52"W,
departing the Easterly line of said Dooley Road, a distance of 18.61 feet to a point for comer; THENCE, N89'16'08"E, a distance of 174.25 feet to a point for comer at the beginning of
a tangent curve to the right, said curve having a radius of 1763.00 feet; THENCE, continuing along said cwve to the right, having a central angle of 05'47'20", a chord bearing Qf S87'50'12"E,
a chord distance of 178.05 feet, and an arc distance of 178.13 feet to a point of tangency; THENCE, S84'56'32"E, a distance of 1,301.25 feet to a point for comer; THENCE, S05'03'28"W,
a distance of 126.00 feet to a point for comer; THENCE, N84'56'32" W, a distance of 1,301.25 feet to a point for comer at the beginning ofa tangent curve to the left having a radius
of 1,637.00 feet; THENCE, continuing along said curve to the left, having a central angle of 05'47'20", a chord bearing of N87'50'12"W, a chord distance of 165.33 feet, and an arc distance
of 165.40 feet to the point oftangency; THENCE, S89'16'08"W, a distance of 48.34 feet to a point for comer on the Easterly line of Dooley Road; THENCE, NOO'12'22"W, continuing along
said Easterly line 92.32 feet to a corner on the Northerly line of Dooley Road; THENCE, S89'42'54"W, continuing along said Northerly line of Dooley Road, a distance of 105.72 feet to
a point for com"f' Exhibit B -Page 1 of 10 
THENCE, NS6°37' IS"W, continuing along the Northerly line ofDooley Road, a distance of25 .41 feet to the POINT OF BEGINNING, and containing 195,683 square feet or 4.492 acres in the
metes and boWlds recited. This is to certifY that the above description was prepared from an on the ground survey conducted WIder my ., supervision. \ Ayub Sandhu, P.E.,R.P.L.S. DATE:
71/0 /7(J;. \Texas Surveyor Registration No. 2910 j Approval: Texas Turnpike Authority ____ ; ! Exhibit B -Page 2 of 10 i 
, , J FIELD NOTE DESCRIPTION SURFACE RIGHT-OF WAY EASEMENT •A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBIT
4 Being 127, III square feet or 2.918 acres out of a called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County,
Texas, said called 365.34 acre tract being out ofthe Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being more
particularly described as follows: (Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon" with coordinates
ofN 7,039,062.68-E 2,478,167.73 NAD83); COMMENCING at a fuund 5/8 inch iron rod at an eastern comer of said called 365.34 acre tract and on the Westerly line of Addison Road (width varies),said
comer lying on the apparent North line of said E. Cook Survey, same being the apparent South line ofthe said Wm. Lomax Survey as called for in the said City of Addison deed, said comer
also being at the beginning of a curve to the left, said curve having a radius of 746.30 feet, having a central angle ofoooOT43", a chord bearing ofS24°44'05"E, a chord distance of 1.67
feet; THENCE, along said curve to the left and said Westerly line of Addison Road, an arc distance of 1.67 feet to a set 5/8 inch iron rod, a point for comer, said comer being the POINT
OF BEGINNING; THENCE, continuing along said curve to the left and said Westerly line of Addison Road, in a Southerly direction, an arc distance of 22.90 feet to a set 5/8" iron rod,
the point oftangency; THENCE, S26°33'25"E, continuing along the Westerly line of said Addison Road, a distance of 34.05 feet to a set x<Ut in concrete, a point for comer at the beginning
of a tangent curve to the right having a radius of 686.30 feet; THENCE, continuing along the Westerly line ofsaid Addison Road, along said curve to the right having a central angle of
03°37'28", a chord bearing ofS24°44'41 "E, a chord distance of 43.41 feet, and an arc distance of 43.41 feet to a set 5/8" iron rod, a point for comer; THENCE, S69°09'04'W, departing
the Westerly line of said Addison Road, a distance of 108.70 feet to a found x-cut in concrete, a point for comer; THENCE, S63°42'00'W, 87.24 feet to a set x-cnt in concrete, a point
for comer at the beginning of a nontangent curve to the right, said curve having a radius of61 0.17 feet; THENCE, along said curve to the right, having a central angle of03°02'43 ",
a chord bearing of S 78°51 '24"W, a chord distance of 32.43 feet, and an arc distance of32.43 feet to a set x-cut in concrete, a point for comer; THENCE, S09°37'15"E, a distance of 4.50
to set x-cnt in concrete, a point for comer at the beginning ofa non-tangent curve to the right, said curve having a radius of614.67 feet; THENCE, continuing along said curve to the
right, having a central angle 14°40'43", a chord bearing of Exhibit B -Page 3 of 10 I 
S87°43'07"W, a chord distance of 157.04 feet, and an arc distance of 157.47 feet to a set x-cut in conerete, at the point oftangency; THENCE, N84°56'32"W, a distance of60.20 feet to
a set 5/8" iron rod, a point for comer; THENCE, N05°03'28"E, a distance of 10.00 feet to a set 5/8" iron rod, a point for comer; THENCE, N84°56'32"W, a distance of 126.00 feet to a set
x-cut on concrete, a point for comer; THENCE, S05°03'28"W, a distance of 11.00 feet, to a set x-cut on concrete, a point for comer; THENCE, N84°56'32"W, a distance of274.00 feet to a
set x-cut on concrete, a point for comer; THENCE, S05°03'28''W, a distance of 8.00 feet to a set x-cut on concrete, a point for comer; THENCE, N84°56'32"W, a distance of 177.73 feet
to a set x-cut in concrete, a point for comer; THENCE, N05°03'28"E, a distance of 156.00 feet to a set x-cut in concrete, a point for comer; THENCE, S84°56'32"E, a distance of 177.73
feet to set x-cut in concrete, a point for comer; THENCE, S05°03'28"W, a distance of 8.00 feet to set x-cut cut in concrete, a point for comer; THENCE, S84°56'32"E, a distance of274.00
feet to a set x-cut in concrete, a point for comer; THENCE, S05°03'28"W, a distance of 11.00 feet to a set x-cut in concrete, a point for comer; THENCE, S84°56'32"E, a distance of 186.20
feet to a set x-cut in concrete, a point at the beginning of a tangent curve to the left baving a radius of 486.67 feet; THENCE, along said curve to the left, having a central angle
of 02°42'3 I ", a chord that bears S86°17'48"E, 23.01 feet, and an arc distance of23.01 feet, to a set x-cut in concrete, a point for comer; THENCE, S02°20'56"W, a distance of 4.50 feet
to a set x-cut in concrete, a point for comer, the beginning ofa non-tangent curve to the left having a radius of 491.17 feet; THENCE, along saidCUI'\le to the left, having a central
angle of 14°04'12", a chord that hears N8so18'50"E, a chord distance of 120.31, and an arc length of 120.62 feet to a set x-cut in concrete, a point for comer; TIlENCE, Sll°43'16"E,
a distance of 4.50 feet, to a set x-cut in concrete, a pont for comer; THENCE, N86°11 '56"E, a distance of54.34 feet, to a set 5/8 inch iron rod, a pont for comer; . I TIlENCE, N68°46'OI
"E, a distance of 124.95 feet, to a set 5/8 inch iron rod, a pont for comer; THENCE, N20042'56''W, a distance of8.82 feet, to a set 5/8 inch iron rod, a pont for 'comer; THENCE, N69°09'04"E,
a distance of2.IS feet to the POINT OF BEGINNING, and containing 127,111 Exhibit B -Page 4 of 10 
square feet or 2.918 acres in the metes and bounds recited. This is to certify that the above description was p.;epared from an on the ground survey conducted under my supervision. 􀁾􀀬􀀮􀀺􀀺􀀺􀁾􀁾􀁾
􀀺􀀺􀀻􀀺􀀮􀁾􀀷􀀼􀀻􀀻􀀮􀀧􀁾􀀱􀁊􀀮􀁾􀁾􀁣􀁾􀀢􀁢􀀽􀀺􀀺􀀺􀀮􀀮􀁾__ /) I?I "tG.DATE: Ayub R. Sandhu, P.E.,R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____
Exhibit B -Page 5 of 10 
FIELD NOTE DESCRIPTION PERMANENT SURFACE EASEMENT PSE·l A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACf 792 E. COOK SURVEY, ABSTRACf 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBITS
: Being 2,211 square feet or 0.051 acres out of a called 365.34 acre tract as conveyed to the City of Addison, by deed ;reccrded in Volume 77010, Page 1391, Deed Reccrds, Dallas County,
Texas, said called 365.34 acre tract being out of the Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas 1 and being
more particular described as follo\\-'5: (Bearings based on USC&GS Station "ARP 1966", with coordinates of N 7,038,355.36·E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon", with
coordinates ofN 7,039,062.68·E 2,478,167,73 NAD83) COMMENCING, at a set 5/8" iron rod on the Easterly line of Dooley Road (width varies), at the north comer of a comer-clip, at the northeast
intersection of said Dooley Road and Keller Springs Road (50 feet wide); THENCE, S56°37' 15"E, along the Easterly line of said Dooley Road, 40.96 feet to a point for comer; THENCE, S89°
16'08"E, departing the Easterly line of said Dooley Road, a distance of 19.73 feet to the POINT OF BEGINNING; )THENCE, NOoo43'52"W, a distance of5.25 feet to a point for corner; 'THENCE,
N89°16'08"E, a distance of 174.25 feet to a point for corner; I '. THENCE, SOo043'52"E, a distance of 13.00 feet to a point for corner; i .THENCE, S89° 16'08"W, a distance of 167.25
feet to a point for corner; 'THENCE, NOoo43'52"W, a distance of7.75 feet to a point for corner; 'THENCE, S89°16'08"W, a distance of7.00 feet to the POINT OF BEGINNING, containing 2,211
square feet, or :0.051 acres in the metes and bounds recited. This is to certify that the above description was prepared from an on the ground survey conducted Wlder my supervision.
DATE: 7//0/'If. j Approval: Texas Turnpike Authority ____ Exhibit B -Page 6 of 10 
FIELD NOTE DESCRIPTION PERMANENT SURFACE EASEMENT PSE-2 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACf 792 E. COOK SURVEY, ABSTRACf 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBIT
5 Being 628 square feet or 0.014 acres out ofa called 365.34 acre t:rnct as conveyed to the City ofAddison, by deed recorded in Volume 770lO, Page 1391, Deed Records, Dallas County,
Texas, said called 365.34 acre tract being out of the Wrn. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being
more particular described as follows: (Bearings based on USC&GS Station "ARP 1966", v..ith coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon", v..ith
coordinates ofN 7,039,062.68-E 2,478,167,73 NAD83) COMMENCING, at the Southerly cut-back comer at the northeast comer of the intersection ofD60ley Road (width varies) with Keller Springs
Road (50 feet wide); THENCE, Easterly and Southerly along the Easterly ROW line ofsaid Dooley Road as follows: N89°42'54"E, a distance of 105.72 feet to a point; S00012'22"E, a distance
of79.31 filet to the POINT OF BEGINNING of the tract herein described: THENCE; N89° 16'08"E, leaving said Easterly ROW line ofDooley Road, 48.22 feet to a point for comer; THENCE, SOo0
43'52"E, a distance of 13.00 feet to a point for comer; THENCE, S89° 16'08"W, a distance of 48.34 feet to a point for comer on said Easterly ROW line of Dooley Road; THENCE, NOOo 12'22"W,
a distance of 13.00 feet, along said Easterly ROW line of Dooley Road, to the POINT OF BEGINNING, and containing 628 square feet, or 0.014 acres in the metes and bounds recited. This
is to certit'y that the above description was prepared from an on the ground survey conducted under my supervision. u, P.E.,R.P.L.S. DATE: 111°1'!" A}ub R. San Texas Surveyor Registration
No. 2910 Approval: Texas Turnpike Authority ___ Exhibit B -Page 7 of 10 
I FIELD NOTE DESCRIPTION PERMANENT SURFACE EASEMENT PSE-3 A PORTION OF KELLER SPRINGS ROAD AND DOOLEY ROAD Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 W. H. WITT SURVEY,
ABSTRACT 1609 DAVID MYERS SURVEY, ABSTRACT 923 GEORGE SYMS SURVEY, ABSTRACT 1344 ADDISON, DALLAS COUNTY, TEXAS EXHIBITS , Being 68,432 square feet or 1.571 acres out ofthe rights-of-way
of Keller Springs Road (50' wide) and Dooley Road (width varies) lying in the City of Addison, said rights-of-way being out ofthe Wm. Lomax Survey, Abstract 792, the E. Cook Survey,
Abstract 326, the W. H. Witt Survey, Abstract 1609, the David Myers Survey, Abstract 923, and the George Syms Survey, Abstract 1344, all in the City of Addison, Dallas County, Texas
and being more particular described as follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon",
with coordinates ofN 7,039,062.68-E 2,478,167,73 NAD83) BEGINNING at a 5/8 inch iron rod found for comer in the existing northerly right-ofway line of said Keller Springs Road, said
point being the most southerly northeast comer ofthe intersection of said northerly line of Keller Springs Road with the existing easterly line of MidwayRoad (a variable width right-of-way at this point), said point also being the southernmost southwest comer of Lot A, Block B as conveyed to CB Institutional Trust Fund VII, by deed recorded
in Volume 84250, Page 4372, ofthe Deed Records of Dallas County, Texas, an addition to the City of Addison, by plat entitled "Beltwood North, JWL Addition," recorded in Volume 82073,
Page 2483, ofthe Map Records of Dallas County, Texas; THENCE, N89° 14'OO"E, along said right-of-way line and the southerly line of said Addition, passing at a distance of 124.32 feet,
a 5/8 inch iron rod found, the southeast comer of said Lot A, same being the southwest comer of Lot B of said Addition, as conveyed to CB Institutional Trust Fund VII, by deed recorded
in Volume 84061, Page 3143, of said Deed Records, passing at a distance of 538.32 feet, a Y, inch iron rod found, the southeast corner of said Lot B, same being the southwest corner
ofthat certain tract ofland as conveyed to EKL Realty, by deed recorded in Volume 90206, Page 0 I 02, of said Deed Records, said point also being the southeast corner of said Beltwood
North, JWL Addition, continuing in all a total distance of 817.84 feet to a 5/8 inch iron rod found, the southeast corner of said EKL Realty tract, same being the northwest corner ofthe
intersection of said Keller Springs Road with Dooley Road (60' wide); THENCE, NOoo32'09"W, along the easterly line of said EKL tract and said westerly line of Dooley Road, a distance
of 52.01 feet to a point for corner; THENCE, N89°27'5I "E, departing said common line, a distance of 60.00 feet to a 5/8 inch iron rod found for corner on the easterly line ofsaid Dooley
Road and on the westerly line ofa called 365.34 acre tract of land as conveyed to the City of Addison, by deed recorded in Volume 77010, Page 1391, of said Deed Records; THENCE, along
said common line, the following courses and distances: S56°37' 15"E, a distance of 90.20 feet to a 5/8 inch iron rod found for corner; N89°42'54"E, a distance of 105.72 feet to a 5/8
inch iron "xl found for corner; SOoo12'22"E, a distance of 111.00 feet to a point for corner; Exhibit B -Page 8 of 10 
mENCE, S89°47'38"W, leaving said easterly line ofDooley Road and said westerly line ofcalled 365.34 acre tract, a distance of 50.92 feet to a point for comer on the westerly line ofsaid
Dooley Road, said point being the southeast end of a comer cut-back line at the intersection ofsaid westerly line of Dooley Road with the southerly line ofsaid Keller Springs Road, same
being the most easterly northeast comer of Lot 1, as conveyed to Midpark North Joint Venture by ideed recorded in Volwne 91136, Page 1164, ofsaid Deed Records, the most easterly northeast
comer ofMidway Park ; North II, an addition to the City of Addison by plat recorded in Volwne 83035, Page 1180, ofsaid Map Records; ,THENCE, N57°10'08"W, along said common line, a distance
of 101.70 feet to a 5/8 inch iron rod found, the most . northerly northeast comer of said Lot I and said subdivision; THENCE, S89°16'07"W, along said common line, passing at a distance
of256.60 feet, a found 'X' in concrete, the northwest comer ofsaid Lot I, same being the the northeast comer of Lot 2, that certain tract ofland as conveyed to M & F Development Company,
Inc, by deed recorded in Volume 90081, Page 3202, ofsaid Deed Records, hall total distance of 795.41 feet to a 5/8 inch iron: rod found for comer; THENCE, S62°47'14"W, continuing along
said common line, a distance of 55.96 feet to a 5/8 inch iron rod found for comer at the intersection ofsaid southerly line ofKeller Springs Road with said easterly line of Midway Road;
THENCE, SOoo39'42"E, along said common line, a distance of41.80 feet to a 112 inch iron rod found, the southeast intersection ofsaid Keller Springs Road with said Midway Road; mENCE,
N33°06'32''W, departing said conunon line, a distance of 142.28 feet to the POINT OF BEGINNING, containing 68,432 square feet, or 1.571 acres in the metes and bounds recited. Note: A
plat ofsurvey of even survey date herewith accompanies this legal description, This is to certify that the above description was prepared from an on the ground survey conducted under
my supervisioo. dhu, P.E.,R.P,L.S. DATE: I 1231 '17 Ayub R. S Texas Surveyor Registration No. 2910 !, Approval: ) Texas Turnpike Authority ____ J Exhibit B -Page 9 of 10 1 
FIELD NOTE DESCRIPTION TEMPORARY EASEMENT A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBIT 6 􀁾􀁥􀁭􀁧􀀠16,516
square reetor 0.379 acres out of a called 365.34 acre tract as conveyed to the City of Addison by deed recorded 1 Volume 77010, Page 1391, Deed Records, Dallas County, Texas, said called
365.34 acre tract being out ofthe Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being more 􀁾􀁡􀁲􀁴􀁩􀁣􀁵􀁬􀁡􀁲􀁬􀁹􀀠descri
bed as follows: (Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,355.36-E ,478,877.80 NAD83 and USC&GS Station "Airport Beacon" with coordinates ofN 7,039,062.68-E
2,478,167.73 NADS3) REGINNING. at a set SIS" iron rod on the Easterly line of Dooley Road (width varies), at the north comer ofa comer-clip, t the northeast intersection ofsaid Dooley
Road and Keller Springs Road (50 feet wide); THENCE, NOo021'59"W, along said Easterly line of Dooley Road, 242.40 feet to a set 5/8 inch iron rod, apoint for comer t the beginning ofa
non-tangent curve to the left having a radius of 247.63 feet; THENCE, leaving said Easterly line ofDooley Road, akmg said curve to the left having a central angle of 48°02'24", a chord
'earing ofS24°23' lInE, a chord distance of20 1.60 feet, and an arc distance of207.63 feet to a set 5/8 inch iron rod, a point ,br comer at the beginning ofa tangent curve to the right
having a radius of309 .17 feet; 'HENCE, along said curve to the right baving a central angle of 24°55'01", a chord bearing of S35°56'S2"E, a chord distance vf 133.39 feet, and an arc
distance of 134.45 feet to a set 5/8 inch iron rod, a point for comer on said Easterly line ofDooley Road; i 1IENCE, along said Easterly line of Dooley Road, S89°42'S4"W, a distance
of84.68 feet to a set 5/8 inch iron rod, a point for 􀁣􀁯􀁭􀁥􀁲􀁾􀀠,'HENCE, continuing along said Easterly line of Dooley Road, N56°31' 15'W, a distance of 90.20 feet to the POINT. OF
BEGINNING, and containing 16,516 square feet or 0.379 acres in the metes and bounds recited. :his is to certify that the above description was prepared from an on the ground survey conducted
under my supervision. DATE: /1 I 1-116 ,;,yub Sandhu, P.E.,RP,L.S. Texas Surveyor Registration No. 2910 --) ! Approval:texas Turnpike Authority Exhibit B -Page 10 of 10 
EXHIBITD-2 TO INlERLOCAL AGREEMENT Temporary Easement When recorded. return to: Locke Purnell Rain Harrell (A Professional Corporation) 2200 Ross Avenue Suite 2200 Dallas, Texas 75201-6776
Attn: Frank E. Stevenson, II ADDISON AIRPORT TOLL TUNNEL GRANT OF TEMPORARY CONSTRUCTION EASEMENT THE STATE OF lEXAS § § COUNTY OF DALLAS § THE TOWN OF ADDISON, a home"rule municipal
corporation, hereinafter called "GRANTOR", for and in consideration of the suin of lEN AND NO/lOO DOLLARS ($10.00) and other good and valuable consideration to Grantor in hand paid by
lEXAS TURNPIKE AUTHORITY, an agency of the State of Texas ("Grantee"), the receipt and sufficiency of which is hereby acknowledged and confessed, has GRANTED, SOLD AND CONVEYED, and
by these presents does GRANT, SELL AND CONVEY tmto Grantee, its successors and assigns, for a term not to exceed four (4) years from the execution date I. ! hereof, and for those purposes
hereinafter set forth, a temporary and exclusive easement t· 1 and right-of-way (the "Easement") Easement") in and to that certain lot, tract or parcel of land (the : "Propertv!') situated.m
Dallas County, Texas, being-more particularly described in Exhibit A attached hereto and made a part hereof for all purposes. 
The Easement may be used by Grantee, its employees, contractors, agents, successors, and assigns, in connection with activities relating to the construction of a controlled access toll
turnpike project known as the Addison Airport Toll Tunnel (the "Project") and all appurtenances thereto, including the relocation of utilities, the construction of tunnels, drainage
structures and landscaping, the modification of existing structures, the performance of necessary excavation, boring, backfilling, embedding, drilling, grading and paving, the construction
of curbs, gntters, shoring or retaining structures, maintenance and storage of equipment and materials, and the use of the Easement for access, ingress to, and egress between the site
of construction and public rights-of-way. Upon completion of the activities described herein, but in no event more than four (4) years from the execution date hereof, Grantee, its successor
or assign, shall return the ,Property to substantially the same condition as existed prior to the co=encement of .6 activities described herein and the Easement shall automatically terminate.
All construction debris and concrete shall be removed from the Property, and all unpaved portions of the Property shall be seeded with grass. In addition, certain hangars and other buildings
adjacent to the Easement will be partially destroyed or removed during the construction of the Project. With respect to the portions of such hangars and other buildings which will remain
following the construction of the, Project, Grantee, its successor 􀁯􀁲􀁾􀁡􀁳􀁳􀁩􀁧􀁮􀀬􀀠shall reconstruct, with proper engineering, the end of such hangars and, buildings in accordance
with the Demolition Plan attached as Exhibit B. and shall protect and maintain existing paving, utilities, and building structures to the extent reasonably possible, restoring any ,i
damage in accordance with themst sentence of this paragraph. -2 
It is acknowledged and agreed that Grantee is acquiring the Easement in connection with Grantee's construction and operation of the described turnpike project, as defined in, permitted
by, and in accordance with the provisions of Chapter 361 of the Texas Transportation Code (the 'Turnpike Act"), to all terms of the Turnpike Act reference is hereby made. The consideration
exchanged between the parties hereto for the Easement shall be considered full compensation for such interests and for any severance damages, or any damages to, or diminution in the
value of, other lands belonging to Grantor, ,.that may be claimed or asserted by virtue of such acquisition and use of the Easement by Grantee. In exercising Grantee's rights, Grantee
agrees to use all reasonable efforts to prevent and minimize damage and injury to Grantor's land appurtenant or adjacent to the Property and any improvements thereon, except as otherwise
provided in the Interlocal Agreement between Grantor and Grantee. Ifin exercising Grantee's rights hereunder there is caused any damage, injury or change to Grantor's land or property
appurtenant or adjacent thereto, other than the removal or modification of improvements and other changes described in the Interlocal Agreement, Grantee shall promptly repair and restore
the said land or property. IfGrantee shall fail to do so, Grantor may repair and restore the said land or property and the cost thereof shall be due and payable by Grantee upon demand.
To the extent permitted by law, Grantee shall indemnify Grantor against, and hold Grantor harmless from, any and all liens, liabilities, actions, causes of action, lawsuits damages,
losses, expenses (including reasonable attorneys' fees) or costs for any injury to orJ the death of any person or improper damage to or destruction of any property to the extent J attributable
to or resulting from any act or omission of Grantee, Grantee's officers, employees, contractors or agents under this Grant of Temporary Construction Easement. -3 
The provisions of this paragraph shall survive the termination of this Grant of Temporary Construction Easement. TO HAVE AND TO HOLD the Easement, together with all and singular the
rights, privileges, and appurtenances thereto in anywise belonging, unto Grantee, its successors and assigns; and Grantor does hereby bind itself, its successors and assigns, to WARRANT
AND FOREVER DEFEND all and singular the Easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or. any part thereof.
EXECUTED this day of _______--', 1997, to be effective as of the __ day of _____--', 199_. THE TOWN OF ADDISON, ATTEST a home-rule municipal corporation By:.,,----___________ Name:,________
Name:_____________ =----:,----____ Secretary Title:_____________ [Seal] STATEOFTEXAS § § COUNTY OF DALLAS § This instrument was acknowledged before me on this _ day of , 1997, by , of
THE TOWN OF ADDISON, a home-rule municipal corporation, on behalf of said corporation. [Seal] Notary Public in and for the State of Texas My Conimission Expires: Printed Name of Notary
-4
GRANTEE'S ADDRESS: Texas Turnpike Authority P.O. Box 190369 3015 Raleigh Street Dallas, Texas 75219 1, -5 
EXHIBIT A Property Description FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCfION EASEMENT NO.1 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACf 792 E. COOK SURVEY, ABSTRACf 326 ADDISON,
DALLAS COUl'lTY, TEXAS EXHIBIT 8 Being 68,911 square feet or 1.582 acres out of acalled 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volume 77010, Page 1391,
Deed Records, Dallas County, Texas, said called 365.34 acre tract being out of the Wm Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas
County, Texas and being more particularly described as follows:{Bearings based on USC&GS Station "ARP 1966" v.ith coordinates ofN 1,038,355.36-E 2,478,817.80 NAD 83 and USC&GS Station
"Airport Beacon" v.ith coordinates ofN 7,039,062.68-E 2,478,167.73 NAD 83) COMMENCING at a 5/8" iron rod found in the south line of the Wm. Lomax Survey, said point being in the westerly
right-ofway (ROW) line of Addison Road and being at the beginning ofa curve to the left having a radius of746.30 feet; THENCE along the westerly ROW line of Addison Road as follows:
Southerly along said curve to the left, a central angle of01 °53'11", a chord bearing ofS 25°36'50" E, a chord distance of24.57 feet, and an arc distance of 24.57 feet to the point of
tangency; S 26°33'25" E, a distance of34.05 feet to the beginning of a curve to the right having a radius of686.30 feet; Southerly along said curve to the right having a central angle
of03°37'28", a chord bearing ofS 24°44'41" E, a chord distance of 43.41 feet, and an arc distance of43.41 feet to a point in the proposed southerly ROW line of Keller Springs Road; THENCE
along the southerly ROW line of Keller Springs Road as follows: S 69°09'04" W, a distance of 108.10 feet; S 63°42'00" W, a distance of87.24 feet to the beginning of a non-tangent curve
to the rigQJ having a radius of 610.17 feet; Southwesterly along said curve to the right having a central angle of03°02'43", a chord bearing of S 78°51'24" W, a chord distance of32.43
feet, and an arc distance of32.43 feet to a point; S 09°37' 15" E, a distance of 4.50 feet to the beginning of a non-tangent curve to the right having a radills of614.67 feet; ! 1 Westerly
along said curve to the right having a central angle of 14°40'43", a chord bearing ofS 87°43'07" W, a chord distance of 157.04 feet, and all arc distance of 157.47 􀁦􀀼􀀻􀁾􀁴􀀠to the
point of tangency; N 84°56'32" W, a distance of33.51 feet to the POINT OF BEGINNING of the tract herein described described: EXHmIT A -Page 1 of 6 
THENCE S 69"01'00" W, a distance of 531.48 feet to a point for a comer; THENCE N 21 "29'55" W, a distance of244.08 feet to a point for a comer; THENCE N 84"56'32" W, a distance of 17.77
feet to a point for a comer; !THENCE.N 05"03'28" E, a distance of 6.00 feet to a point in the proposed southerly ROW line of Keller Springs Road; THENCE along the southerly ROW line
of Keller Springs Road as follows: S 84"56'32" E, a distance of 177.73 feet to a point for a corner; N 05°03'28" E, a distance of8.00 feet to a point for a corner; S 84°56'32" E, a distance
of274.00 feet to a point for a comer; N 05"03'28" E, a distance of 11.00 feet to a point for a comer; S 84°56'32" E, a distance of 126.00 feet to a point for a comer; S 05°03'28" W,
a distance of 10.00 feet to a point for a corner; S 84°56'32"E, a distance of 26.69 feet to the POINT OF BEGINNING, containing 68,911 square feet, or 1.582 acres ofland, wore or less.
fhis is to certify that the above description was prepared from an on the ground survey conducted under my supervision.· 􀀭􀀺􀀭􀀺􀀭􀁾􀁾􀀭􀀺􀀺􀀽􀀫􀀽􀀭􀀽􀁾􀁊􀀨􀀺􀀺􀀽􀀭􀀽􀀭􀀺􀀮􀀢􀀢􀀧􀁾􀀺􀀭􀀽􀀢􀀢􀀢􀀢􀀢􀀢
􀀽􀀧'--_ DATE: i /Ib/le;,\ylib 􀁒􀀮􀁾􀀮􀁅􀀮􀀬􀁒􀀮􀁐􀀮􀁌􀀮􀁓􀀮􀀠fexas Surveyor Registration No. 2910 􀁾􀁰􀁰􀁲􀁯􀁶􀁡􀁬􀀺􀀠Texas Turnpike Authority ____ EXHIBIT A -Page 2 of 6 
Westerly. along said curve to the right having a central angle of02°42'31", a chord bearing of N 86°17'48" W, a chorddislance of23.01 feet, and an arc distance of23,01 feetto the point
of tangency; N 84°56'32" W, a distance of 186.20 feel 10 a point for a comer; THENCE, departing said proposed ROW line, N 05°03'28" E, a distance of 10.00 feel 10 a point for a corner;
THENCE. S 84°56'32" E, a distance of 186.20 feet to the beginning of a tangent curve to the lefihaving a radius of 476.67 feet; THENCE, Easterly, along said curve to the left having
a central angle of02°42'3 I ", a chord bearlD.g of S 86° 17'48" E, a chord distance of 22.54 fcet, and an arc distance of 22.54 feet to a point for a comer; THENCE, S 02°20'56" W, a
distance of 4.50 fcetto a point for a comer, said point being at the beginning ofa curve to the left having a radius of 48 L17 feet; THENCE, Easterly, along said curve to the/eft having
a central angle of 15°00'54", a chord bearing N 84°50'29" E, a chord distance of 125.74 feet, and an arc distance of 126.10 fcet to a point for a comer; THENCE, S 12°39'58" E, a distance
of 15.71 feet to the POINT OF BEGINNING, containing 3,405 square feet, or 0.078 acres ofland, more or less, This is to certilY that the above description was prepared from an on the
ground survey conducted under my supervision. DATE: 11/0 1i6 Ayub R. S dhu, P.E.,R.P.L.S. Texas Surveyor Registration No. 2910 Approval: 􀁔􀁥􀁸􀁡􀁳􀁔􀁵􀁭􀁰􀁾􀁥􀁁􀁵􀁴􀁨􀁯􀁲􀁩􀁾􀀠_______
EXHIBIT A -Page 4 of 6 
FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCfION EASEMENT NO.2 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACf 792 E. COOK SURVEY, ABSTRACf 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBIT
8 Being 3,400 square feet or 0.018 acres out ofa called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County,
Texas, said called 365.34 acre tract being out of the Wm Lomax Survey, Abstract 192 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being more
particularly described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates of N 7,038,355.36-E 2,418,877.80 NAD 83 and USC&GS Station "Airport Beacon" with coordinates
ofN 7,039,062.68-E 2,478,167.73 NAD 83) COMMENONG at a 5/8" iron rod found in the south line ofthe Wm. Lomax Survey, said point being in the westerly right-of-way (ROW) line of Addison
Road and being at the beginning ofa curve to the left having a radius of746.30 feet; THENCE, THENCE, Southerly, along said ROW line and along said curve to the left having a central
angle of 00·01'43", a chord bearing ofS 24°44'05" E, a chord distance of 1.67 feet, and an arc distance of 1.61 feet to a point in the proposed northerly ROW line of Keller Springs Road;
THENCE, Southv;esterly and Westerly along said northerly ROW line of Keller Springs Road as follows: S 69·09'04" W, a distance of 2. [5 feet to a point; S 20·42'56" E, a distance of8.82
feet to a point; S 68'46'0 I" W, a distance of 124.95 feet to a point; S 86°11'56" W, a distance of 46.07 feet to the POINT OF BEGINNING ofthe tract herein described: THENCE, continuing
along said proposed northerly ROW line of Keeler Springs Road as follows: S 86° 1 ['56" W, a distance of 8.21 feet to a point for corner; N 11°43'[6" W, a distance of 4.50 feet to a
point for corner at the beginning of a curve to the right having a radius of 491.17 feet; Westerly, along said curve to the right having a central angle of 14'04'12", a chord bearing
S 85'18'50" W, a chord distance of 120.31 feet, and an arc distance of 120.62 feet to a point for a comer; 1'102°20'56" E, a distance of 4.50 feet to a point at the beginning ofa curve
to the right having a radius of 486.67 feet; EXHmIT A -Page 3 of 6 
N 05°03'28" E, a distance of 11.00 feet to the POINT OF BEGINMNG of the tract herein described: THENCE along the proposed northerly ROW line ofKeller Springs Road as follows: N 84°56'32"
W, a distance of274.00 feet to a point for a comer; N 05°03'28" E, a distance of 8.00 feet to a point for a comer; N 84°56'32" W, a distance of 1'17.73 feet to a point for comer; N 05°03'28"
E, a distance of 6.00 feet to a point for a comer; THENCE, S 84°56'32" E, departing said ROW line, a distance of 451.73 feet to a point for comer; THENCE, S 05°03'28" W, a distance of
14.00 feet to the POINT OF BEGINNING, containing 4,902 square feet, or O.I 13 acres ofland, more or less This is to certif)· that the above description was prepared from an on the ground
survey conducted under my supervision. DATE: (1//)116 Ajub R S dhu, P.E.,RP.L.S. Texas Surveyor Registration No. 29 [0 Approval: texas Turnpike Authority ____ EXHIBIT A -Page 6 of 6

i. I 􀁾II N I i I I􀁾􀀠I I ." II !)< !"fI I ':i ....... o S.C -----"L..--------l , >l 􀁾􀀺􀀩􀀼􀀠:;<, w I. I I 1'---------1 '-10--11"\ 
EXHIBITB Demolition Plan 􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀁾􀀧Iir--[----,---􀁾􀀮1 _----------------STRUCTURES TO BE PARTIALLY DEMOLISHED AND MODIFIED BY TTA STRUCTURES TO BE DEMOLIS BY TTA EXHIBIT 9 [
:1 I ".,\l: , , ' . , ;':..., ' \ \! UBE:IU'Y 'I('Sf...r;::wT 􀀧􀂫􀁎􀁾􀀠􀂷􀁾􀁾􀀬􀀮􀁊􀀮􀁴􀀻􀁅􀀮􀀮􀁴􀁏􀁇􀀧􀀠,1 : 1 Q.JU)..c-t. " ' 􀁾􀀠T, I I MAP SHOWING LEASE HOLDINGS WITHrN PROPOSED
TUNNEL CONNECTOR FOR KELLER SPRINGS ROAD \ I' \ AT ADDISON AIRPORT\ \ BASED ON FIELD SURVEYS PERFORMED DURING JULY. 1995 , 􀁕􀀺􀀺􀁾..___-. ! 􀀭􀀻􀀮􀀭􀀮􀀮􀁾11r-----, ARS I 
I ;' I II '1 J ._." 􀁾􀀮􀀠t" •.•• "" ••• '"...... EXISTING :: CONCRtTE 􀁾􀀢􀀬􀀠PAR1<IN(i: EXISTING DOOLEY 9 EXISTlNC , j , ,1-'-···' J I I I .... --. ....."'. ........ 􀀱􀀠􀀬􀁾􀁾􀁟....􀂷􀀽􀁴􀀺􀀽􀀺􀁾�
�􀁾􀁾􀀧􀀭􀁩􀀭.. 􀀬􀀮􀁾􀁾􀁾􀁾􀁾􀀬􀀱.. ,,'T,......,.. f..,.:.,.................,........... , ...,;...... j....... ..........,..... ,-,I \1·00 r-'C!-IAJN l.1NK fENCE (S') W'lTH 3-SiRANO
BAAB WIRE 14' LANE SECTION 51A 10-06.5 TO STA 􀀱􀀳􀁾􀀸􀀷􀀮􀀶􀀱􀀠NO SC.<LE 􀁾􀀺􀀹􀀮􀀬􀁃􀀬􀀧􀁴􀀢􀀹􀀢􀁏􀁬􀁅􀁙􀀠RO>l)' 1. 1'50' E : (-) 0.68' K ,41.61 IDENTICAL POtlT I CURVE OATA 1 PI STA
U.. 29.73 N ,. 7040456.591 E .. 2478365.917 .0. .. 44-"S'S2"lT. R * 314,65 ,L .. 246.10' 'T .. 129.7J' i 0 .. IS" \2'35" 25' lYP=> 􀀸􀁾􀁒􀀧􀁅􀀻􀁓􀁾____IJI!.!r!!!9 s:= ,TIIIfIt TERPoIN/oL
ANCHOR SECTION (Typ.) 􀀧􀁾􀁾􀁾􀁌􀁅􀁙􀀠ROA!) :.(􀀧􀁔􀁅􀁾􀁉􀁐􀁏􀁬􀁬􀁁􀁁􀁙􀁉􀀠CENERAI.. NOTE: MEiHODS NolO TEMPORARY TRAfFIC CONTROL DEVICES SHAll. B£ APPROVED BY THE ENGINEER. PIS!A iJ·75.79
N -70406,39,3115 E .. 2478181.7628 li * 44-42'5.8" RT. R 􀁾􀀠315.30' L -246.07' T '" 129.69' o 􀁾􀀠18" 10"9'" )w or 􀁐􀁁􀁖􀁛􀁾􀁅􀁎􀁔􀀠, ---" ...􀀮􀀮􀀬􀀻􀀻􀀮􀁾􀀺􀀺.. 􀀬􀀮􀀺􀀺􀀺􀀧􀀼􀀻􀀬􀁾􀀬􀀬􀀬􀀠-----@
® @® ® LEGEND CONCRETE TRftFFIC BAARIER (SEE NOTE 1) HOT LIIX ASPHALT CONCRETE PAv£uENT W.3$' CQI.CP OEPTH) TYPE" D CEwENT ST ABluZEO BASE (DENSITY CONTROL,) 􀀶􀁾􀀠(6) uJ.€ TREATED SUBGRAOE
{DENSITY CONTROL) 6"' eel CHJ>.I-l UNK FENCE C6') (WIJ STRANO BARB WIRE} TOP SOIL w/SLOCK SOO()(NC 7· C()N£CTlOH flOAD F't.JtI JIHO PROf DOOLEY ROAD SE:CTIOt 
----------•• • •• EXHIBIT IIG" 􀀬􀀮􀁾􀀠, 􀀧􀀻􀀧􀀺􀁴􀀻􀀮􀁾.... 􀁾􀀮􀀬􀀻􀀮.•-.. 􀀬􀁾!MliU. PAGE llf17 --OJIJ)'e.T. u>TB _.<31"''1.-_' __ 􀀡􀁉􀀣􀁾􀀧􀀧􀀧􀁉􀀮􀀠STRUCTURES TO BE PARTIALLY"",,_<,u.;.a_,
DEMOLISHED AND MODIFIED BY TTA 􀀧􀁾􀁉􀀭􀀧􀀠f "IS <lldJI __-f'I()(() NORTH, PttAS£ I IIWf 􀀿􀀱􀀰􀁾􀀠PACE Q!I.48OAoe.r, 􀁾􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀀭􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠--------􀁾􀀡􀀺􀁌􀁅􀁒􀀠􀀤􀁾􀁾􀀮􀀠e·
􀁾􀀮I: • fT,, l• STRUCTURES TO BE DEMOLl "nlO'-\lll1 I , BY TTA EXHIBIT 9 􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭MAP SHOWING • L . LEASE HOLDINGS WITHIN I,PROPOSED TUNNEL CONNECTOR , , . \
FOR KELLER SPRINGS ROAD .....,.-==;::;::;;;;;---------_....--AT....􀁾􀀽􀀭􀀽􀀮􀀮􀀮􀁟􀁾􀀧􀀧􀀡􀀧􀀧􀀽􀀬􀀺􀀺􀀺􀀭􀁟􀀺􀀺􀀮􀁾􀀺􀀮􀀺􀀽􀁴􀁯􀁴􀁾􀀠.'􀁾􀀬􀀠. ADDISON AIRPORThO 􀁬􀁾􀁌􀀮􀁾􀀠􀁯􀀮􀀮􀁬􀁉􀁾􀀠..􀁾􀀠...
􀀺􀁴􀀮􀁾􀀴􀁕􀀬􀁲􀀺􀁾􀁾􀀠 􀁾􀁾􀁾􀁾􀀭􀀮􀀮􀀮􀁡􀀧􀁬􀁏􀀠 􀁾􀀠BASED ON FlEW SURVEYS PERFORMED DURING t.lli JULY. 1995.U!.o,.\i1 
/\\ '\\\ " ,'\\ \\ 􀀧􀁾􀀠\ 􀁾􀁻􀀠\ ''\'"" . \ ,, ,􀀧􀁾􀁜􀀠" ; \ "'...-------, , _l..'_-==::: ////////, /􀀯􀀯􀀥􀁾􀀯􀀠////T-\02 r<102 PRO..£CT CONTROL TRAVERSE POINTS -/APT. l NORTH urnt(JO
DESCRJPTlONEAST ELEv. I T-JOO T-102 T-$006 7040195.399 8AS15 OF BEARINGS' HI</} 83 III OETERUIN(O FRau THE fOLLOWING P'U6l.ISHE,O DATA; 2T-301 i 7040202.910 2477513.000 639.96 TRAV.
􀁓􀁾􀁆􀀮􀀠ORID 􀀥􀀢􀁪􀁦􀁴􀁾􀀮􀀻􀀠100' L Of UIOWAY; 2$0' S. Of KELLER SPRINGS XING. 􀀮􀁾􀀮􀀠􀀮􀀭􀁾􀀮􀀠-N 89-16'08" E T-3<)2 7039811.280 2477177.512 TRAV. SLRF. GRID I %"p I.R.. 100' E.
or MtOWAY. OPPOSITE EARHART DRIVE -1--,,-.-------------t----+-.;EC;LER 􀁓􀀮􀁐􀁦􀁕􀁈􀁇􀁓􀀭􀁾􀀭􀀭􀀭􀀭􀀮􀁾􀀮􀀠70040347.090 2478t91.fHO TRAil. SU:<F. CRIO I 􀁙􀁡􀀢􀁾􀀠tR.' Ofr s. EOOE OF
PAV'T•• KELLER SPRiNGS AND OOOlEY RO. 􀀱􀀭􀀭􀀭􀀽􀀭􀀮􀀬􀀮􀀮􀁤􀀢􀀢􀀧􀁾􀀢􀀢􀁐􀀢􀀮􀀢􀀢􀁏􀁊􀁅􀁾􀁃􀀺􀀭􀀺􀁔􀁾􀁃􀁏􀁾􀁎􀀺􀀺􀁔􀁒􀂱􀀭􀀺􀀭􀁌􀀾􀂣􀀺􀀺􀀺􀀺􀁾􀀬􀀺􀀭􀀺􀀺􀁲􀀺􀀭􀀺􀀺􀁰􀀺􀀺􀁒􀀼􀁎􀀺􀀺􀀧􀀺􀁅􀀺􀀺􀁃􀀺􀀺􀁔􀀺�
�􀀢􀀩--1-Ut.tlT OF PAY'T CONSTRuCTION ..􀁾􀀮􀀠-t (EXPANSION JOINT}7040173.550 2:.478.74.850 637.70 TRAV. Sl.I(f. GRU) I SOd NNU 18.44' E. Of PROP. N.£T: E. SIDE or DOOLEY RD. .--! 640.542-1788-16.856
NAOA-NOS SURvEy i EXIST. SRA$S eN> IN CONe. WON.: 175' RT. PRQJ. CONTROL STA.15-60 •• AAP 1966 COOROtNAT[S cr􀁾􀀱􀀰􀀰􀀶􀀩􀀠AIRPORT 6EACOU ,. COORDINATES N 7036355.36 N 70390112.68 E
2478877.60 E 2478161.73 BENCHldAAK OATtJU: TOWN Of' N)OISQN CUlVE OATA 􀀮􀁾􀁅􀀠􀁾􀀠PISIA. PC SrA. 015 PT STI\. 0/5 DELTA RADIUSEAS' _." Cf) -"13'21.01 . 105" 47'20" , '700.00' 85.95'
011') 112'36.62 1'104•.25 -ItJ·2J.S4 -I 1728.00' '87.37' LENCTH OEGREE 171.76' 174.59' I 03"18'57" • INDICATES STATtCNN<l-SHOWN IS IlONG <t PROJ£CT EXHIBIT "E" PAGE 2 OF 2 1 BENCHMARKS'
TOWN OF ADDISON t "SQUARE" CUT f.I SOUTHEAST TOP OF CURB Of PAA:KING lOT AT BUILDING .'5950 ELEV.637.15. 2. "SQUARE" CUT f.I SOUTHWEST TOP Of" CURB Of PNOONG LOT AT 4125 KELLER SPRINGS
RD. EiO"t WEST Of Io4!OWAV PLACE sIGN. £lEV. 634.62. NOTE: 1. HORIZONTIL »() VERTICIL CONTROL fOR THIS pRO,£CT IS PROVU)ED av: AAS ENGINEERING. INC. DILLAS.TEXAS THE SElL 􀁾􀁁􀁁􀁬􀁎􀁃􀀠ON
THIS OOC\MENT WAS AUTHORIZED BY K. E. GOTTLEISEA'. P.E. 61759 ON SEl'TEM6ER 9. 1996. 􀁾􀀠" '",>,\1')\ \ 1b \\ "'(,.. ,, ..,, , > •.., .' 10' U.E. PARKtIC flflfA r POINT NORTH EAST CNTRL."-OffSET
RADIUS 1COOROtlATES COORDINATES STA. l7040301.341 2477457.$04 j-6'.0 56.25' -7040302.368 2-177537.498 2-44.0 5•.25' -© 7040263.894 2477537.98. 2-44.0 94.1.3' . ® 7040258.263 2471529.591
2·<55.54 100.25' -@7040258.072 2417514.592 2'20.54 100.25' 5' ® 70.4.02t3.909 1.4.174"8.726 1·54.11 143.5:7' 10' © 7040200.034 2477445.989 1·51.19 1S1.4I' " ® 7040236.580 2-17742L4ae
1-27.1. 120.55' . 10'-'<D 7040233.843 2.4.71435.361 1·.4.0.99 t2J.4T .. Q) 7040249.'07 2477458.171 ,·64.0 108.47' 5' .." TElUIS TUIfft<£ ,llJrHOAlrY IOOISON NRPORT TUNNEL CEOYETRIC LAYOUT
ElECtN PROJECT TO S T A. 18-00 􀁣􀀻􀁡􀀮􀀮􀀬􀀮􀁾􀀠0A.1'[' 0111111'$ 􀁾􀁾􀀨􀁵􀁴􀀮􀁮􀀺􀁾􀀠􀀰􀂫􀁡􀁴􀁑􀀩􀀰􀁾􀀠􀁾􀁋􀀧􀀠W'I)IM sc:.JU. 􀀬􀀢􀀢􀀢􀀬􀀬􀀬􀀮􀁾􀀠ty"I'1..__ 
NTTA Re: Extension ofArapaho Road Phase II from Surveyor Blvd. To Marsh Lane: Dear Mr. Herbert, Pursuant to The Interlocal Agreement By and Between The Town ofAddison and the Texas Turnpike
Authority (Dallas North Toll way and Addison Airport Toll Tunnel) Section II. Airport Toll Tunnel, paragraph I. The Arapaho Road Extension. The Town of Addison would like to inform you
ofour intentions to Bid, Award and begin construction of Phase II of the Arapaho Road Extension Phase II within the next 60 days. Please take this opportunity to provide the Town with
any comments you may have regarding any effects that the construction of the Arapaho Road Extension would have on the financial performance of the Tunnel. We look forward to you comments.
Please feel free to contact me with any questions. Sincerely, Michael E. Murphy 
JAN-10-2002 17:08 COWLES & THOMPSON 2146722020 COWLES &THOMPSON A PrOrf'u!anal Corf)oratIol) ATTORNEYS AIlDCOUNSELORS JOHN M,HlI-t. Jt4,f7Uf7' JHllLOCaWlESTHOMPSON.COM January 10, 2002 VIA FAX (214) 74()..8800 and REGULAR U.S. MAlL Mr. Frank Stevenson Locke, Liddell & Sapp 2200 Ross Ave.,
Sutie 2200 Dallas, TX 75201 RE: Intertocal Agreement By and Between The Town of Addison and Texas TUflJpike Authority (tbe "lntertoeal Agreement") Dear Frank: As we discussed oller the
telephone this afternoon, the Town of Addison has been moving forward with the design and construction of Phases II and ill of the Arapaho Road extension (the "Project") through the
Town. Phase II oftbe Project extends Arapaho Road from . Surveyor to Marsh Lane, and Phase ill extends the road from Addison Road to Surveyor. Article In of the Interlocal Agreement
provides Ihat Addison will give to the North Texas Tollway Authority ("NTTA", as successor to the Texas Tumpilce Authority) certain notice in connection with its solicitation of bids
bids for either Phase n or Phase III of the Project (please note that Phase II and Phase III ofthe actual Project are different from those phases as defined in the Agreement). Thereafter.
NITA has an opportunity to review the effect (if any) of the proposed construction on the Addison Toll 'funnel. If NT!A reasonably and in good faith conoludes that the construction ofthe
applicable Phase will have "a materially adverse effect" (as desaibed in the Agreement) on the filWlcial perfonnance of the Toll Tunnel, the NITA may request in writil}8 that the proposed
solicitation and construction be postponed. Upon receiving the request, the Town is to review it (and the evidenoe sl!pmitted in Sl!pport ofthe request) and give it "significant weight"
in making its determination as to whether or not to proceed. which determination is at the Town's sole discretion. In our conversation today, I mentioned to you that the Town has recently
initiated II solidtation of bids fOT Phase II ofthe Project. Please allow this letter letter to serve as notice ofsuch to the NITA. 901 MUN STREET SPITE 4000 􀁛􀀩􀁊􀀮􀁬􀁬􀁁􀁓􀁾􀀠TEXAS
􀀷􀀵􀀲􀀰􀀲􀁾􀀳􀀱􀁕􀀠TV\, .E It TEL 214.612.2"000 fAX 214.612.2020 www.c(tWU:STttOMP$j)H.COM 
jAN-lla-2la02 17: 09 COWLES & THOMPSON 214672213213 P.la3/03 January 10, 2002 Page 2 After you have had an opportunity to review this, I would appreciate it if you could cal! me tomorrow
so that we can further discuss it. Thank you. Very truly yours, JMHfyjr cc: Mr. Milee Murphy VIA FAX (971) 45(J..1837 Mr. Kenneth Dippel TOTAL P.la3 
COWLES & THOMPSON 214672213213 COWLES &THOMPSON ATTORNEYS AIiO 􀁃􀁏􀁕􀁎􀁓􀁴􀁾􀁏􀁒􀁓􀀠JOHN M. HlLL 214.tlU'7111 JHIllOtOW1..ESTHOMP3DH.COM January 10, 2002 . VIA F.4X(lU) 740-8800 andREGULAR
U.s. MAIL Mr. Frank Stevenson Locke, Liddell & Sapp 2200 Ross Ave., Sutie 2200 Dallas, TX 75201 RE: Interlocal Agreement By and Between Tbe Town of Addison and Texas Turnpike Authority
(tbe "Interlocal Agreement") Dear Frank: As we discussed over the telephone lhis afternoon, the Town of Addison has been moving forward with the design and construction of Phases II
and m of the Arapaho Road extension (the "Project'') through the Town. Phase J[ of tbe Project extends Arapaho Road from . Surveyor to Marsh Lane. and Phase mextends the road from 􀁁􀁤􀁤􀁩􀁳􀁾􀁮Road
to Surveyor. Article II.I. of the Interlocal Agreement provides that Addison will give t;tI-!e North Texas Tollway Authority ("NTTA", as successor to the Texas Turnpike Authority) certain
notice in connection with its solicitation of bids for either Phase II or Phase III of the Project (please nole that Phase nand Phase HI ofthe actual Project are different from those
phases as defined in the Agreement). Thereafter, NTTA has an opportunity to review the effect (if any) of the proposed construction on the Addison Toll Tunnel. If NITA reasonably and
in good faith concludes that the construction ofthe applicable Phase will have "a materially adverse effect" (as described in the Agreement) on the financial performance of the Toll
Tunnel, the NITA may request in wririlJ& that the proposed solicitation and construction be pO$tponed. Upon receiving the request, the Town is to review it (and the evidence submitted
in SUppOI1 of the request) and give it "significant weight" in niaking its 'determination as· to whether or not t9 proceed, which deterinination is at the Town's sole discretion.· .
In our conversation today, I mentioned to you that the Town has recently initiated a solicitation of bids for PhaSe II ofthe Project. Please allow Ihis letter to seIVe as notice of such
totheNTTA. I tOl rUIN STREET $UIH 4000 DALLAS, TEUS 15102·)1'3 O ... I.I.A$ T Y L • R TEL U4.612.2000 fAX 2H.672.2DZO WWW.eOWU$THOMPSOH.COII 
􀁪􀁾􀁎􀀭􀀱􀀰􀀭􀀲􀀰􀀰􀀲􀀠17:09 COWLES 8. THOMPSON 2146722020 P.03;03 >", '-" lanua:ty 10, 2002 "-'.." Page 2 After you have had an opportunity to review this, I would appreciate it ifyou
could call me tomorrow so that we can further discuss it. Thank you_ Very truly yours, JMHIyjr cc: Mr. Mike Mtuphy VIA FAX (972) 4S(J..Z837 Mr. Kenneth Dippel TOTAL P.03 
COWLES 8. THOMPSON 2146722020 COWLES &THOMPSON A Pr.o'"SlIf.on.tI COlp&ration ATTORNEYS AND GOVNSElORS JanullIY 10, 2002 . VIA FAX (214) U0-8800 andREGULAR U.S. MAIL Mr. Frank Stevenson
Locke, Liddell &. Sapp 2200 Ross Ave., Sutie 2200 Dallas, TX 75201 RE: Interlocal Agreement By and Between Tile Town of Addison aDd Texas Turnpike Authority (the "Interloeal Agreement")
Dear Frank: As we discussed over the telephone this afternoon, the ToWll of Addison has been moving forward with the design and construction of Phases n and mof the Arapaho Road extension
(the "Project") through the Town. Phase noftbe Project extends Arapaho Road from . Surveyor to Marsh Lane, and Phase mextends !he road from Addison Road to Surveyor. Article 11.1. of
the Interlocal Agreement provides that Addison will give· t;{!l!e North . Texas Tollway Authority ("NITA", as successor to the Texas Turnpike Authority) certain notice· in connection
with its solicitation of bids for either Phase II or Phase mof the Project (please note that Phase nand Phase III oftha actual Project are different from those phases as defined in the
Agreement). Thereafter. NITA has an opportunity to review the effect (if any) of the proposed construction on the Addison Toll Tunnel. IfNITA reasonably and in good faith concludes that
the construction ofthe applicable Phase will have "a materially adverse effect" (as described in the Agreement) on the financial performance of the Toll Tunnel, the NTTA may request
in writiqg thaI the proposed solicitation and construction be postponed. Upon receiving the request, the Town is to review it (and the evidence sl!\lmitted in support of the request)
and give it "significant weight" in making its determination as< to whether or not to proceed, which determination is at the ToWll's sole discretion. . ... In our conversation today,
I mentioned to you that the Town has recently initiated a solicitation of bids for phaSe U of the Project. Please 􀁡􀁬􀁬􀁾􀀠this leiter to serve as notice of such to the NITA. 901 M.IN
STREET SUITE 4000 PAlLAS, rEUS 15ZOZ·3n3 TiL 214.6H.200P tAX 214.612.2020 www.eOWLESTHOMPSON.COit 
IflN-10-2e02 17'09 COWLES & THOMPSON 2146722020 '" Ianuary 10, 2002 '.'-..,;Page 2 After you have had an opportunity to review this, I would appreciate it if you eould call me tomorrow
so that we can furiher discuss it. Thank you. Very truly yours, M. Hill IMHIyjr ec: Mr. Mike Murphy YIA FAX 􀀨􀀹􀀢􀀲􀀩􀀴􀁓􀀰􀁾􀁊􀀸􀀳􀀢􀀠 Mr. Kenneth Dippel TOTAL P.133 
COWLES & THOMPSON 21467221320 COWLES &THOMPSON A Pr.oJf;ss •.cHul Corporation ATTORNEVS AND COUNSELORS lanuaiy 10, 2002 . J?IA FAX (114) 74()"8800 antREGULAR U.s. MAlL Mr. Frank Stevenson
Locke, Liddell & Sapp 2200 Ross Ave., Sutie 2200 Dallas, TX 75201 RE: Interlocal Agreement By and Between The Town of Addison and Texas Turnpike Authority (tbe "Interloelll Agreement',)
Dear Frank: As we discussed over the telephone lhis afternoon, the Town of Addison has been moving forward with the design and construction of Phases II and ill of the Arapaho Road extension
(the "Project") through the Town. Phase II of the Project extends Arapaho Road from . Surveyor to Marsh Lane, and Phase mextends the road from Addison Road to Surveyor. "'-' Article
II.I. of the Interlocal Agreement provides that Addison ·will give to the N0l1h .. Texas Tollway Authority ("NITA", as slICCessorto the Texas Turnpike Authority) certain notice in cOMection
with its solicitation of bids for either Phase II or Phase III of the Project (please please note tbat Phase nand Phase III of the actual Project are different from those phases as defined
in the Agreement). Thereafter. NTTA has an opportunity to review the effect (if any) of the proposed construotion on the Addison Toll Tunnel. If NITA reasonably and in good faith concludes
that the oonstruction ofthe applicable Phase will have "a materially adverse effect" (as described in the Agreement) on the financial perfonnance of the Toll Tunnel, the NITA may request
in wrilill& that the proposed solicitation and construction be postponed. Upon receiving the request, the' Town is to review it (and the evidence sllPmitted in support of the request)
and give it "significant weight" in niaking itSdeleimination :is to whether or not to proceed, which determination is at the Town's sole discretion. . . In our conversation today, I
mentioned to you that the Town has recently initiated a solicitation of bids for PhaSe II ofthe Project. Please all01/l this letter to serve as notice of such L-to the NITA. 901 901
MAIN STREET SUITE 4000 DALLAS. TEXAS HZOZ.37'] o ;II 􀁾􀀠L ;II $ TrL 214.672.2000 􀁲􀁾􀁸􀀠214.672.2020 WWW.COWLUTRO M 􀁾􀁓􀁏􀁎􀀮􀀠􀁾􀁯.. 
. JflH-10-2002 17: €lS! COWLES 8. THOMPSON 2146722020 􀁾􀀮􀀬􀀠'J '. January 10,2002 Page 2 Afkr you have had an opportunity to review this, I would appreciate it ifyou could call me
tomorrow so that we can furiher discuss it. Thank you. Very truly yours, JMHI;yjr cc: Mr. Mike Murphy VIA FAX(972)4S()":l$37 Mr. Kenneth Dippel , 􀁾􀀮􀀠, TOTAL p.€l3 
, JAN-10-2002 17:09 COWLES & THOMPSON 2145'7221l20 l 'l."--􀀮􀀬􀀻􀁾􀀺􀀠COWLES &THOMPSON A Pr.ohuf.an.af CorporatJcn 􀁁􀁔􀁔􀁏􀁒􀁾􀁅􀁙􀁓􀀠AND COUNSELORS Januazy 10, 2002 VIA FAX (214)
74()'8800 andREGULAR u.s. MAlL Mr. Frank Stevenson Locke, Liddell & Sapp 2200 Ross Ave., Sutie 2200 Dallas, TX 7520] RE: Interlocal Agreement By and Between Tbe TOWD of Addison aDd Texas
Turnpike Authority (tbe "Interloeal Agreement") Dear Frank: As we discussed over the telephone tbis afternoon, the Town of Addison has been moving fOlWllJ"d with the. design and construction
of Phases n and mof the Arapaho Road extension (the "Project',) through the Town. Phase II oftbe Project extends Arapaho Road from' . Surveyor to Marsh Lane, and Phase mextends the road
from Addison Road to Surveyor.,_ Article II.!. of the Interlocal Agreement provides 􀁴􀁾􀀠Addison will give to the North Texas Tollway Authority (''NTTA'', as successor to the Texas
Turnpike Authority) certain notice in connection with its solicitation of bids for either Phase II or Phase III of the Project (please nole that Phase nand Phase mofthe actual Project
are different from those phases as defined in the Agreement). Thereafter. NITA has an opportunity to review the effect (if any) of the proposed construction on the Addison Toll Twlnel.
H NITA reasonably and in good faith conoludes that the construction ofthe applicable Phase will have "a materially adverse effect" (as described in the Agreement) on the financial performance
of the Toll Tunnel, the NITA may request in writiqg that the proposed solicitation and construction be postponed. UPon receiving the request, the Town is. to review it (and tbe evidenoe
sl!l>mitted in support oethe request) and give it "significant weigh1" in making itsdeteimination as 􀁴􀁯􀁜􀁹􀁨􀁥􀁴􀁨􀁥􀁲􀁾or not tl) proceed. which deterinination is at the Town's sole
discretion. . " In our conversation today. I mentioned to you that the Town has recently initiated a solicitation of bids for Phase II of the Project. Please allow tbis letter to serve
serve as notice of such to the NITA. 901 MAIN STREET HITE 4000 DAllAS. TEXAS B202·3"} D A 􀁾􀀠L A $ T Y L t R Tn 214.612.UDO FAX 214.672.2020 wWW.eOWtESTHO M􀁐􀀤􀁏􀁎􀀮􀁾􀁏􀁍􀀠
"'---􀀭􀁾􀁾􀀻􀀮􀀠--...--.. 􀀮􀁲􀁾􀀭􀁬􀁂􀀭􀀲􀀰􀀰􀀲􀀠17'139 COWLES & THOMPSON 2146722820 '" January 10, 2002 Page 2 After you have had an opportunity to review this, I would appreciate
it if you could call me tomorrow so Ihat we can further discuss it. Thank you. Very truly yours, JMHIyjr cc: Mr. Mike MU!phy VIA FAX (971) 4SQ-:J837 Mr. Kenneth Dippel -TOTAL P.B3 
COWLES & THOMPSON A PROFESSIONAL CORPORATION 114 E.lOUrSIANA ST., SUITE 200 ATTORNEYS AT LAW McK.INNEY, TEXAS 75069-4453 TELEPHONE 19721 542·5000 901 MAIN STREET. SUITE 4000 DAUAS, TEXAS
75202·3753 ONe AMERICAN CENTeR, S'JITE 177 909 E.S.E. LOOP 323TELEPHONE 1214} 672-2000 TYLER, TEXAS 75701·9684ROBERT G. BUCHANAN, JR, METRO (972) ;263-0005 TElEPHONE 19031579-7500 12.14)
672-2139 FAX (214) 672-2020 CHARLES SORRELLS (1925-1982) November 19, 1998 Mr. John Baumgartner City Engineer Addison Service Center 16801 Westgrove Drive Addison, Texas 75248 Re: Addison
Airport Toll Tunnel Dear John: Enclosed please find copies of the recorded Addison Airport Toll Tunnel Grant of Easements and Addison Airport Toll Tunnel Grant of Temporary Construction
Easements dated April 16, 1997. Please call should you have any questions. Sincerely, (?rJb nw..L-Robert G. Buchanan, Jr. RGB:wn Enclosures ):: 
.. .When recorded, return to: 840525 Locke Purnell Rain Harrell 04130/97 465015 $31.00 Deed(A Professional Corporation) 2200 Ross Avenue Suite 2200 Dallas, Texas 75201-6776 Attn: Frank
E. Stevenson, II ADDISON AIRPORT TOLL TUNNEL GRANT OF TEMPORARY CONSTRUCTION EASEMENTS THE STATE OF TEXAS § § COUNTY OF DALLAS § THE TOWN OF ADDISON, a home-rule municipal corporation,
hereinafter called . "GRANTOR", for and in consideration of the sum. of TEN AND NO(lOO DOLLARS ($10.0()') and other good and 􀁶􀁡􀁬􀁵􀁡􀁾􀁬􀁥􀀠consideration to Grantoi: in hand paid
by TEXAS TURNPIKE AUTHORITY, an agency of the State of Texas ("Grantee"), the receipt and sufficiency of which is hereby acknowledged and 􀁣􀁯􀁮􀁦􀁥􀁳􀁳􀁾􀁤􀀬􀀠has GRANTED, SOLD AND
CONVEYED, and by these presents does GRANT, SELLAND CONVEY unto Grantee, its successors and assigns, for a term not to exceed four (4) years from the execution date hereof, and for those
purposes hereinafter set forth, a temporary .and exclusive easement and right-of-way (the "Easement") Easement") in and to that certain lot, tract or parcel of la.nd (the "Property")
situated in Dallas County, Texas, being more particularly described in Exhibit A attached hereto and made a part hereof for all purposes. The Easement may be used by Grantee, its employees,
contractors, agents, successors, and assigns, in connection with activities relating to the construction of a controlled access toll turnpike project known as the Addison Airport Toll
Tunnel (the ''Project'') and all 97084 02615 
appurtenances thereto, including the relocation of utilities, the construction of tunnels, drainage structures and landscaping, the modification of existing structures, the performance
of necessary excavation, boring, backfilling, embedding. drilling, grading and paving, the construction of curbs, gutters, shoring or retaining structures, maintenance and storage of
equipment and materials, and the use of the Easement for access, ingress to, and egress between the site of construction and public rights-of-way. Upon completion of the activities described
herein, but in no event more than four (4) years from the execution date hereof, Grantee, its successor or assign, shall return the Property to substantially the same condition. as existed
prior to the commencement of activities described herein and the Easement shall automatically termina teo All construction debris and. concrete shall be removed from the Property, and
all unpaved portions of the Property shall be seeded with grass. In addition, certain hangars and other buildings adjacent to the Easement will be partially destroyed or removed during
the construction of the Project. With respect to the portions of such hangars and other buildings which will remain following the construction of the Project, Grantee, its successor
or assign, shall reconstruct, with proper engineering, the end of such hangars and buildings in accordance with the Demolition Plan attached as Exhibit B, and shall protect and maintain
existing paving, utilities, and building structures to the extent reasonably possible, restoring any damage in accordance with the first sentence of this paragraph. It is acknowledged
and agreed that Grantee is acquiring the Easement in connection with Grantee's construction and operation of the described turnpike project, as defined in, permitted by, and in accordance
with the provisions of Chapter 361 of the Texas -2 97084 02616 
Transportation Code (the ''Turnpike Act"), to all terms of the Turnpike Act reference is hereby made. The consideration exchanged between the parties hereto for the Easement shall be
considered full compensation for such interests and for any severance damages, or any damages to, or diminution in the value of, other lands belonging to Grantor, that may be claimed
or asserted by virtue of such acquisition and use of the Easement by Grantee: In exercising Grantee's rights, Grantee shall not cause damage or injury to Grantor's land appurtenant or
adjacent to the Property or any improvements thereon, except as otherwise provided in the Interlocal Agreement between Grantor and Grantee. If in exercising Grantee's rights hereunder
there is caused any damage, injury 'or change to Grantor's land or property appurtenant or adjacent thereto, other than the removal or modification of improvements and other changes
described in the Interlocal Agreement, Grantee shall promptly repair and restore the said' land or property. If Grantee shall fail to do so, Grantor may repair and restore the said land
or property and the cost thereof shall be due and payable by Grantee upon demand. To the extent permitted by law, Grantee shall indemnify Grantor against, and hold Grantor harmless from,
any and all liens, liabilities, actions, causes of action, lawsuits damages, losses, expenses (including reasonable attorneys' fees) or costs for any injury to or the death of any person
or improper damage to or destruction of any property to the extent attributable to or resulting from any act or omission of Grantee, Grantee's officers, employees, contractors or agents
under this Grant of Temporary Construction Easement. The provisions of this paragraph shall survive the termination of this Grant of Temporary Construction Easement. -3 97084 02617 
TO HAVE AND TO HOLD the Easement, together with all and singular the rights, privileges, and appurtenances thereto in anywise belonging, unto Grantee, its successors and assigns; and
Grantor does hereby bind itself, its successors and assigns, to WARRANT AND FOREVER DEFEND all and singular the Easement unto Grantee, its successors and assigns, 3.gainst every person
whomsoever lawfully claiming or to claim the same or any part thereof. EXECUTED this i(plil' day of April, 1997, to be effective as of said date. THE TOWN OF ADDISON, ATTEST a home-rule
municipal corporation § § COUNTY OF DALLAS § This instrument was acknowledged before me on this /(p"flt day of April, 1997, by E,or-Wh;khead 􀀬􀀡􀀡􀁴􀁾􀀠I'll ('u'A¥ of THE TOWN OF ADDISON,
a home-rule municipal corporation, on ilhalf of said corporation. MICHELE L. COVINO Nota,y_1lc􀁾􀁊􀁾􀁾􀀠STATE OF TEXAS '7KJ;culL c;f 􀀨􀀡􀁾'1􀁾􀀠􀁾􀁾􀀠􀁾􀀠·c Of 􀁾􀀠My CommiSSiOn Expires
9-22-97 J.:". Notary Public in and for ''$..''53'.,;3);4# EM $$'6tiMtffiM·+irifi' F"*'f":::' f":::' the State of Texas My Commission Expires: q·lZ.-ct"1 􀁾􀁃􀁨􀀨􀁪􀁬􀀡􀀯􀀠L L:ovit1 􀁾􀀠Printed
Name of Notary -4 97084 02618 
GRANTEE'S ADI)RESS; Texas Tumpike Authority P.O. Box 190369 3015 Raleigh Street Dallas, Texas 75219 ·5· 9 7 0 8 I! 0 2 6 , 9 
EXHIBIT A TIlE EASEMENT FIELD NOTE DESCRJPTION TEMPORARY CONSTRUCTION EASEMENT NO. I A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON,
DALLAS COUNTY, TEXAS EXHIBITS Being 68,911 square feel or 1.582 acres out of a called 365.34 acre tract as conveyed to the City ofAddison by deed recorded in Volume 77010, Page 1391,
Deed Records, Dallas County, Texas, said called 365.34 acre tract being out of the Wm Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas
County, Texas and being more particularly described as, follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD 83 and USC&GS Station
"Airport Beacon" with coordinates ofN 7,039,062.68-E 2,478,167.73 NAD 83) COMMENCING at a 5/8" iron rod found in the south line ofthe Wm. Lomax Sum:y, said point being.in the westerly
right-ofway (ROW) line ofAddison Road and being at the beginning of a curve to the left having a radius of746.30 feet; THENCE along the westerly ROW line ofAddison Road as follows: Southerly
along said curve to the left, a central angle of01°53'1 I", a chord bearing ofS 25°36'50" E, a chord distance of24.57 feet, and an arc distance of24.57 feet to the point of tangency;
S 26°33'25" E, a distance of34.05 feet to the beginning ofa curve to the right having Hadius of686.30 feet; Southerly along said curve to the right having a central angle 0[03°37'28",
a chord bearing ofS 24°44'41",E, a chord distance of 43.41 feet, and an arc distance of43.41 feet to a point in the proposed southerly ROW line of Keller Springs Road; THENCE along the
southerly ROW line of Keller Springs Road as follows: S 69°09'04" W, a distance of 108.70 feet; S 63°42'00" W, a distance of87.24 feet to the beginning of a non-tangent cun'e to the
rigllt having a radius of 610.I7foot; Southwesterly along said curve to the right ha"ing a central angle of03°02'43", a chord bearing of S 78°51'24" W, a chord distance of32.43 fect,
and an arc distance of32.43 feet to a point; S 09°37'15" E, a distance of4.50 feet to the beginning of a non-tangent curve to the right having a radius of614.67 feet; Westerly along
said curve to the right having a central angle of 14°40'43", a chord bearing ofS 87°43'07" W, a chord distance of 157.04 feet, and an arc distance of 157.47 feet to the point oftangeney;
EXBIBIT A -Page 1 of 6 9708[t 02620 
N 84°56'32" W, a distance oD3.5l feet to the POINT OF BEGINNING ofthe tract herein described described: THENCE S 69'01'00" W, a distance of 531.48 feet to a point for a corner; THENCE
N 21 '29'55" W, a distance of 244.08 feet to a point for a comer; THENCE N 84°56'32" W, a distance of 17.77 fcetto a point for a comer; THENCE N 05°03'28" E, a distance of 6.00 feet
to a point in the proposed southerly ROW line of Keller Springs Road; THENCE along the southerl), ROW line of Keller Springs Road as follows: S 84'56'32" E, a distance of 177.73 fcetto
a point for a comer; N 05°03'28" E, a distance of 8.00 feet to a point for a corner; S 84'56'32" E, a distance of 274.00 feet to a point for a comer; N 05°03'2&" E, a distance of 11.00
feet to a point for a comer; S &4'56'32" E, a distance of 126:00 feet to a point for a corner;. S 05°03'28" W, a distance of 10.00 feet to a point for a corner; S 84°56'32"E, a distance
of26.69 feet to the POINT OF BEGINNING, containing 68,911 square feet, or 1.582 acres of land, more or less. This is to certify that the above description was prepared from an on the
ground survey conducted under my super....ision. DATE: i I/Olle; Ayub R. S dhu, P.E.,R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Twnpike Authority ____ EXHIBIT A -Page
2 of 6 97084 02621 
FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT NO.2 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBITS
Being 3,400 square fect or 0.078 acres out ofa called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas,
said called 365.34 acre tract being out of the Wm Lomax Suryey, Abstract 792 and the E. Cook Suryey, Abstract 326, all in the City of Addison, Dallas County, Texas and being mOfe particularly
described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates of N 7,038,3SS.36-E 2,478,877.80 NAD 83 and USC&GS Station "AiIport Beacon" with coordinates orN 7,039,062.68-E
2,478,167.73 NAD 83) . COMMENCING at a 5/8" iron rod found in the south line 􀁯􀁦􀁴􀁨􀁥􀁾􀁖􀁭􀀮􀀠Lomax SUIvey, said point being in the westerly right-of-way (ROW) line ofAddison Road
and being at the beginning of a curve to the left having a radius of746.30 feet; THENCE, Southerly, along said ROW tine and along said curve to tlie left having a central angle of 00·07'43",
a chord bearing ofS 24°44'05" E, a chord distance of 1.67 feet, and an arc distance of 1.67 feet to a point in the proposed northerly ROW line of Keller Springs Road; THENCE, Southwesterly
and Westerly along said northerly ROW line ofKeller Springs Road as follows: S 69·09'04" W, a distance of 2.15 feet to a point; S 20·42'56" E, a distance of 8.82 feet to a point; S 68·46'01"
W, a distance 0024.95 feet to a point; S 86°11'56" W, a distance of46.07 feet to the POINT OF BEGINNING of the tract herein described: THENCE, continuing along said proposed northerly
ROW line of Keeler Springs Road as follows: S 86°11'56" W, a distance of8.27 feet to a point for comer; N 1l043'16" W, a distance of4.50 feet to a point for comer at the beginning of
a curve to the right having a radius of49 LI 7 feet; Westerly, along said curve to the right having a central angle of 14·04'12", a chord bearing S 85°18'50" W. a chord distance of 120.31
feet, and an arc distance of 120.62 feet to a point for a comer; N 02°20'56" E, a distance of 4.50 feet to a point at the beginning of a curve to the right having a radius of4&6.67 feet;
EXHIBIT A -Page 3 of 6 c·".: 9 7 0 8 II 0 2 6 2 2 
Westerly, along said curve 10 Ihe righl having a cenlral angle of 02°42'31", a chord bearing of N 86° 17'48" W, a chord dislance of 23.0 I feel, and an arc distancc of 23.0 I feet to
the point of tangency; N 84°56'32" W, a distance of 186.20 fccl to a point for a corner; THENCE, departing said proposed ROW line, N 05°03'28" E. a distance of 10.00 feet to a point
for a 1. ' . . . corner; THENCE, S 84°56'32" E, a distanee of 186.20 feet to the beginning of a tangent cun'e to the left having a radius of 476.67 feet; THENCE, Easterly, along said
cW-lIe to the left having a centTal angle of 02°42'31", a chord bearing of S 86°17'48" E, a chord distance of 22.54 feet, .and an arc distance of 22.54 feet to a point for a corner;
THENCE, S 02°20'56'.' W, a distance of4.50 feet to a point for a corner, said point being at the beginning of a curve to the left having a radius of 481.17 feet; THENCE, Easterly, along
said curve to the left having a centTal angle of 15°00'54", a chord bearing N 84°50'29" E, a chord distance of 125.74 feet, and an arc distance of 126.10 feet to a point for a corner;
THENCE, S 12°39'58" E, a distance of 15.71 feet to the POINT OF BEGINNING, containing 3,405 square feet, or 0.078 acres ofland, more or less. This is to certify that the above description
was prepared from an on the ground survey conducted under my supervision. DATE 11/0 1i-6 Ayub R S dhu, P.E.,R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Twnpike Authority
____ EXHIBIT A .. Page 4 of 6 97084 02623 
t,' . ',FIELD NOTF. DESCRIPTION TEMPORARY CONSTRUCflON EASEMENT NO.3 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY,
TEXAS EXHIBITS . Being 4,902 square feet or 0.113 aCres out of a called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volwne 77010, Page 1391, Deed Records,
Dallas County, Texas, said called 365.34 acre tract being out of the Wm Lomax Survey, Abstract 792 and the E. Cook Sun'ey, Abstract 326, all in the City of Addison, Dallas County, Te.xas
and being more particularly described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates of N 7,038,355.36-E 2,478,877.80 NAD 83 and USC&GS Station "Airport Beacon"
\\ith coordinates ofN 7,039,062.68-E 2,478, 167.73 NAD 83) COMMENONG at a 5/8" iron rod found in the south line of the Wm. Lomax Survey, said point being in the westerly right-of-way
(ROW) line ofAddison Road and being at the beginning of a curve to the left having a radius o£146.30 feet; . . THENCE, Southerly, along said ROW line and along said curveto the left having a central angle of 00°07'43", a chord bearing ofS 24°44'05" E, a chord distance of 1.67 feet, and an arc distance of 1.67 feet to a point in the proposed northerly
ROW line ofKeller Springs Road; THENCE, Southwesterly and Westerly along said northerly ROW line ofKeller Springs Road as follows: S 69°09'04" W, a distance of2.15 fect to a point; S
20°42'56" E, a distance of 8.82 fect to a point; S 68°46'0 '" W, a distance of '24.95 feet to a point; S 86°11'56" W, a distance of 54.34 feet to a point; N 11°43'16" W, a distance of4.50
feet to a point at the beginning of a curve to the right having a radius of 491.17 fect; Westerly, along said curve to the right having a central angle of 14°04'12", a chord bearing
S 85°18'50" W, a chord distance of120.31 fect, and an arc distance of 120.62 fcet to a point for a 􀁣􀁯􀁭􀁥􀁲􀁾􀀠N 02°20'56" E, a distance of4.50 feet to a point at the beginning ofa
curve to the right having a radius of 486.67 feet; Westerly, along said curve to the right having a central angle ofOZ042'31 ", a chord bearing of N 86°17'48" W, a chord distance of23.01
fect, and an arc distance of23.01 fect to the point of tangency; N 84°56'32" W, a distance of 186.20 fect to a point for a corner; EXHIBIT A -Page 5 of 6 97081J 02624 
N 05°03'28" E, a dislance of 11.00 fcello the POINT OF BEGINNING of tile tract herein described: THENCE along the proposed northerly ROW line ofKeller Springs Road as follows: N 84°56'32"
W, a distance of 274.00 feet to a point for a comer; N 05°03'28" E, a distance of 8.00 feet to a point for a comer; N 84°56'32" W, a distance of 177.73 feet to a point for comer; N 05°03'28"
E, a distance of6.00 feet to a point for a comer; THENCE, S 84°56'32" E, departing said ROW line, a distance of451.73 feet to a point for comer; THENCE, S 05°03'28" W, a distance of
14.00 feet to the POINT OF BEGINNING, containing 4,902 square feet, or 0.113 acres ofland, more orless This is to certify that the above description was prepared from an on the ground
SUl"\'CY conducted under my supervision. 􀁾􀁾􀁋􀀭􀁾􀁾􀀠DATE: (I/OIJ{, Ayub R. S dhu, P.E.,R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Twnpike Authority ____ [ . EXHIBIT
A -Page 6 of 6 97084 02625 
---· 􀁾􀀠-.. EXHmITB DEMOLITION PLAN ! 􀁾􀀭􀀭􀀭􀀢􀀧􀀭􀀭􀀭􀁩􀁬􀀠STRUCTURES TO BE PARTIALLY DEMOLISHED AND MODIFIED BY TTA Ult ...Jo"T C(HnIC \oQ..VW( 1911". ,<Aa. CI.l:oI ruUU:.L 􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀠.....
. "'"'.... .;;,.,... -._-:t..?-'R SI"A:NCS .• -----------.􀀭􀀭􀀭􀁾----.."....-STRUCTURES TO BE DEMOLISHE BY TTA EXHIBIT 9 MAP SHOWING LEASE HOLDINGS WITHIN PROPOSED TUNNEL CONNECTOR
FOR KELLER SPRINGS ROAD AT ADDISON AIRPORT BASEl) ON FIELD SURVEYS PERFORMED DURING JULY. 1995 j:\re\88545\49826\docs\temporaz..eas April 10, 1997 97084 02626 
􀁾􀀸􀀰􀁌􀀶􀀠 \D 􀁾􀁃􀁊􀁲􀀾􀀢􀀱􀀠-J ;'-0:;..", "'"-0 r-C ;;;. :::0 􀁾...􀀢􀁾􀁲􀀭􀂷􀀠N \D " (.0 _:. ;: .: r 􀁾􀀬􀀠;Do 1"'1r-:. c; r-".2,--r-:x 0 -..-mo 􀁾􀀺􀀻􀁯􀁣􀀺􀀠'2 􀀭􀀼􀁾􀁾􀀠N 
HS.OO􀁗􀁬􀁬􀁥􀁮􀁌􀁾􀁣􀁯􀁲􀁤􀁥􀁤􀀮􀀠retum tq: 04/30/91 Deed Locke Purnell Rain Harrell (A Professional Corporation) 2200 Ross Avenue Suite 2200 Dallas, Texas 75201-6776 Attn: Frank E.
Stevenson, II ADDISON AIRPORT TOLL TUNNEL __-,GRANT OF EASEMENTS THE STATE OF TEXAS § § COUNTY OF DALLAS § THIS GRANT OF EASEMENTS is executed as of the U,Tl!-day of Apr'ii, 1997, by
THE TOWN OF ADDISON, a home-rule municipal corporation ("Grantor"). RECITALS • A Grantor is the owner of certain real property located in Dallas County, Texas, known as Addison Airport
(the "Airport") and Keller Springs and Dooley Roads (the "Roads"), which real property is more particularly described on Exhibit A attached hereto. B. Texas Turnpike Authority, an agency
of the State of Texas ("Grantor") proposes to construct a controlled access toll turnpike ptoject (the "Project") over, under, and across the Airport and portions of the Roads, and Grantor
by Ordinance No. 094-038 and Resolutions Nos. R90-056, R93-125, R96-069 and R96-138 has agreed thereto. C. The Project will provide a continuous facility from AddIson Road to Midway
Road and will be situated on the surface of the Airport and the Roads in those locations described on Exhibit B attached hereto as ''East Surface Easement Area" and "West Surface Easement
Area" (herein so called) and within the subsurface of the Airport in that location 97084 02628 
.' described on Exhibit B attached hereto as "Subsurface Easement Area" (herein so called). Additionally, the construction of the Project will require the relocation of Dooley Road,
a street operated and maintained by Grantor, onto property described on Exhibit B attached hereto as ''The Dooley Road Easement Area" (herein so called). D. Grantor desires to grant
to Grantee certain easements for the Project. GRANT OF EASEMENT NOW, THEREFORE, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable consideration
to Grantor in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged and confessed, Grantor has GRANTED, SOLD AND CONVEYED, and by these presents does GRANT,
SELL AND CONVEY unto Grantee, its successors and assigns, the following easements (the "Easements"): (a) A perpetual and exclusive easement and right-of-way (the "West Surface Easement")
in, over, and across the West Surface Easement Area. (b) A perpetual and exclusive easement and right-of-way (the "East Surface Easement") in, over, and across the East Surface Easement
Area. (c) A perpetual and exclusive easement and right-of-way (the "Subsurface Easement") in, through, and across the Subsurface Easement Area, said Subsurface Easement commencing below
the surface of that 195,683 square foot tract (4.492 acres) described in the description marked "Subsurface Easement Area" and attached ':: .0as Exhibit B hereto, and extending vertically
downward and through the entire subsurface situated below said 195,683 square foot description. -2 97084 02629 
',' . (d) A perpetual and exclusive easement and right-of-way (the "Dooley Road Easement") in, over, and across The Dooley Road Easement Area, subject to . the terms and conditions of
Section 6 hereof. 1. The Easements may be used by Grantee, its employees, contractors, agents, successors, and assigns, in connection with activities relating to the construction, installation,
reconstruction, relocation, alteration, operation, inspection, maintenance, improvement, and modification of the Project, including all Project Facilities. As used herein, "Project Facilities"
shall mean (a) the tunnel (the 'Tunnel") and all ramps leading to the Tunnel to be constructed within the Subsurface Easement Area, (b) streets, roadways, other rights-ofway for vehicular
traffic and all paving. curbing, and striping thereon, (iii) footings, foundations, columns, posts and other types ofsupport structures ("Support Structures"), (iv) utility systems,
including water, gas, sanitary sewer, storm sewer, electric, fiber optic, cable television, and/or communication system or.systems, or parts thereof, including lines, pipes, conduits,
meters, valves, fittings, laterals, poles, wires, guys, crossarms, conductors, transformers, splices, switches, manholes, hand holes, junction boxes, and cables, (v) drainage facilities
and necessary appurtenances thereto, including shoring or retaining structures, culverts, box culverts, pipes, mains, manholes, handholes, valves, fittings, laterals, inlets, paving,
and curbing, (vi) structures and equipment including toll collection facilities, landscaping, lighting, conduit, cable, guardrails and other safety features and devices, and (vii) all
other things that Grantee from time to time deems necessary, appropriate, or desirable in Grantee's sole discretion, with respect to the Project. Grantee may perform all excavation,
boring, backfilling, embedding, drilling, grading, and other construction activities ; :.-. -3 97084 02630 
' .. as Grantee from time to time deems necessary, appropriate, or desirable in Grantee's sole discretion, with respect to the Project and the Project Facilities. 2. Grantor acknowledges
and agrees as follows: (a) The Project and all Project Facilities shall be entitled to the right of lateral support and Grantor, in its construction, operation and maintenance of the
Airport or its consideration of any project that might affect the Project, shall make, and shall cause its tenants to make, every reasonable effort to minimize or avoid any adverse impact
on the Project, the Easements, or the rights of Grantee hereunder. (b) Grantor consents to aily reasonable and necessary encroachments by. Support Structures on the remainder of the
subsurface of the Airport and the Roads. (c) Grantee may authorize and permit third parties to use the Project on such terms as Grantee, in its sole discretion, deems appropriate; but
no third parties, including the general public, shall acquire any rights in the Easements as a result of such use. Grantee shall have the sole right to control access to the Project,
including the entrances of the Tunnel. (d) Grantor shall not construct or place within the Easements any building, fence, shrub, or other structure, improvement, or growth of any character.
Grantee shall have the right to remove, and keep removed, all or parts of any such building, fence,' shrub, or other structure, improvement, or growth of any character that is located
within the Easements and which, in the judgment of Grantee, may endanger or in any way interfere with the construction, efficiency, or convenient and safe operation and maintenance of
the Project or the exercise of Grantee's rights hereunder. -4 97084 02631 
, , (e) Grantee is acquiring the Easements in connection with Grantee's construction and operation of the described turnpike project, as defined in, permitted by, and in accordance with
the provisions of Chapter 361 of the Texas Transportation Code (the "Turnpike Act"), and to all terms of the Turnpike Act reference is hereby made, The consideration exchanged between
the parties hereto for the Easements shall be considered full compensation for such interests and for any severance damages, or any damages tci, or diminution in the value of, other
lands belonging to Grantor, that may be claimed or asserted by virtue of such acquisition and use of the Easements by Grantee. 3. In exercising Grantee's rights, Grantee shalLnot cause
damag'e or injury to the land over the Subsurface Easement Area or any improvements thereon or to Grantor's land appurtenant or adjacent to the Project and any improvements thereon.
If in exercising Grantee's rights hereunder there is caused any damage, injury or change to Grantor's land over the Subsurface Easement Area, any improvements thereon or to the land
or property appurtenant or adjacent thereto, other than the removal or modification of improvements and other changes described in the Interlocal Agreement between Grantor and Grantee,
Grantee shall promptly repair and restore the said land or property. If Grantee shall fail to do so, Grantor may repair and restore the said land or property and the cost thereof shall
be due and payable by Grantee upon demand. Grantee will not permit or create a nuisance to exist in the exercise and use of the rights and privileges herein granted. 4. To the extent
permitted by law, Grantee shall indemnify Grantor against, and hold Grantor harmless from, any and all liens, liabilities, actions, causes of action, lawsuits damages, losses, expenses
(including reasonable attorneys' fees) or costs for any injury to or -5 97084 02632 I 
the death of any person or improper damage to or destruction of any property to the extent attributable to or resulting from any act or omission of Grantee, Grantee's officers, employees,
contractors or agents under this Grant of Easements. The provisions of this paragraph shall survive the termination of this Grant of Easements. 5. Grantor, its successors and assigns,
may fully use and enjoy the West Surface Easement. East Surface Easement, and Subsurface Easement, except that such use and enjoyment shall not hinder, conflict or interfere with the
exercise of Grantee's rights hereunder or with the safe and efficient operation of the Project. Grantee shall clean up and remove all trash and debris, and, except as otherwise expressly
provided in"the Interlocal Agreement, repair and replace structures and repair other damages (or. if not repairable or replaceable. pay for the cost of the same) caused by any construction,
repair or maintenance of the Project or the Project Facilities. 6. Grantor and Grantee agree that the Dooley Road Easement shall remain a part of this Grant of Easements until such time
that Grantor. which is responsible for the operation and maintenance of the road improvements to be constructed on the Dooley Road Easement. certifies to Grantee in writing that the
Dooley Road Easement is no longer needed for public right-of-way purposes. Upon receipt of said notice by Grantee, Grantor and Grantee shall execute a recordable document releasing the
Dooley Road Easement. from this Grant of Easements. TO HAVE AND TO HOLD the Easements, together with all and singular the rights, privileges. and appurtenances thereto in anywise belonging,
unto Grantee, its successors and assigns; and Grantordoes hereby bind itself, its successors and assigns, to WARRANT AND FOREVER DEFEND all and singular the Easements unto Grantee, its
successors and -6 97084 02633 
assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. EXECUTED this 􀁾day of April, 1997, to be effective as of the date first written
above. THE TOWN OF ADDISON, ATTEST: a home-rule municipal corporation ;;R. 􀁗􀁾􀁪􀁪􀀠!J« Name: Rcn W....h!..LLi±.I.lf",....,h""e""4""'d________ Title: Cl"ti ttl ClnA.jer Nani'e"....
􀁾􀀬􀀧􀀠-7 97084 02634 
<; •. STATE OF TEXAS § § COUNTY OF DALLAS § This instrument was acknowledged before me on this I((.111-day of April, 1997, by E"f\ \" I b ; if he ad. , C!ti M fj \) ;4Jf( of THE TOWN
OF ADDISON, a home-rule municipal corporation, on balf of sai corporation. MICHELE l. COVINO NOtarr PublfC STATE OF TEXAS ,--fq)' Cl\I.1 1 < t. 􀁾􀀠Notary Public in and for the State
of Texas My Commission Expires: 9,22·"IJ E,plres !H2·97 ... . Printed Name of Notary GRANTEE'S ADDRESS: Texas Turnpike Authority P.O. Box 190369 3015 Raleigh Street Dallas, Texas 75219
-897084 02635 
EXHIBIT A Description of Airport A called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas, said called
365.34 acre tract being out of the Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas. , 97084 02636 
EXHIBIT B EAST SURFACE EASEMENT AREA FIELI) NOTE 􀁛􀀩􀁉􀁾􀁓􀁃􀁬􀁕􀁬􀀧􀁔􀁉􀁏􀁎􀀠 SURFACE RIGHT-OF WA Y EASEMENT A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY,
ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIJ3lT 4 Being 127,111 square teet or 2.918 acres out of a called 365.34 acre tract as conveyed to the City of Addison by deed rro:lrded
in Volume 77010, Page 1391, Deed Records, Dallas County, Texas, said called 365.34 acre tract being out ofthe Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all
in the City of Addison, Dallas County, Texas and being more particularly described as follows: (Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,03S.355.36-E 2.478.877.80
NAD83 and USC&GS Station "AirPort Beacon" with coordinates ofN 7,039.062.68-E 2,478,167.73 NAD83); COMMENCING at a found 5/S inch iron rod at an eastern corner ofsaid called 365.34 acre
tract and on the Westerly line of Addison Road (width varies),said corner lying on the apparent apparent North line of said E. Cook Survey, same being the apparent South line ofthe said
Wm. Lomax Survey as called for in the said City of Addison deed, said corner also being at the beginning of a curve to the left, sa id curve having a radius of 746.30 teet, having a
oo:rtIal angle of00·07'43", a chord bearing ofS24°44'05"E, a chord distance of 1.67 feet; THENCE, along said curve to the left and said Westerly line of Addison Road, an arc distance
of 1.67 feet to a set 5/8 inch iron rod, a point for corner, said corner being the POINT OF BEGINNING; THENCE; continuing along said curve to the left and said Westerly line of Addison
Road, in a Southerly direction, an arc distance of 22.90 feet to a set 5/8" iron rod, the point oftangency; THENCE, S26°33'25"E, continuing along the Westerly line ofsaid Addison Road,
a distance of 34.05 feet to a set x-ort in concrete, a point for corner at the beginning of a tangent curve to the right having a radius of 686.30 feet; THENCE, continuing along the
Westerly line of said Addison Road, along said curve to the right having a central angle of03°37'28", a chord bearing ofS24°44'41"E. a chord distance of 43 Al feet, and an arc distance
of 43 Al teet to a set 5/S" iron rod, a point for corner; . THENCE, S69·09'04"W, departing the Westerly line ofsaid Addison Road. a distance of 108.70 feet to a fOWld x-cut in concrete,
a point for comer; THENCE, S63°42'OO"W, 87.24 teet to a set x-cut in concrete. a point for comer at the beginning of a nonfangent curve to the right, said curve having a radius of610.17
feet; THENCE, along said curve to the right, having a central angle of03°02'43", a chord bearing of S 78 ° 51'24 "W, a chord distance of32.43 feet. and an arc distance of 32.43 feet
to a set x-cut in concrete, a point for corner; THENCE, S09°37'IS"E. a distance of4.50 to set x-cut in concrete, a point for comer at the beginning of a non-tangent curve to the right,
said curve having a radius of614.67 feet; THENCE, continuing along said curve to the right, having a central angle angle 14°40'43", a chord bearing of Exhibit B . Page 1 of 10 97084
02637 
l!.r.ST SURFACE EASEMENT AREA SR7"'13'OTW. il chord d,stance of 157 0·1 feet. "nd "" arc d,stance of I􀁾􀀷􀀠47 feet to a set X-Cllt "' concrete. at the point of tangency, THENCE, N84°56'32"W,
a distance of 60.20 feet to a set 5/8" iron rod, a point for corner; THENCE, NOso03'28"E, a distance of 10,00 feet to a set 5/8" iron rod, a point for comer; THENCE, N84°S6'n"W, a distance
of 126.00 feet to-a set x-cut on concrete, a point for comer; THENCE, SOso03'2S"W, a distance of 11.00 feet. to a set x-cut on concrete, a point for corner; THENCE, N84°S6'32"W, a distance
of274,00 feet to a set x-cut on concrete, a point fur comer; THENCE, SOso03'28"W, a distance ofS,OO feet to a set x-cut on concrete, a point for comer; THENCE, N84°S6'32"W, a distance
of 177.73 feet to a set x-cut in concrete, a point f .. r corner; THENCE, NOS·03'ZS"E, a distance of 156.00 reei to a set x-cut in concrete, a point fur corner; THENCE, S84°56'3Z"E,
a distance of 177.73 feet to set x-cut in concrete, a point for corner; THENCE, SOso03'SOso03'2S"W, a distance ofS.OO feet to set x-cut in concrete, a point for corner; .THENCE, S84°S6'32"E,
a distance of274.00 feet to a set x-cut in concrete, a point for corner; THENCE, S05°03'28"W, a distance of I 1.00 feet to a set x-cut in concrete, a point fur corner; THENCE, S84°56'32"E,
a distance of 186,20 feet to a Set x-cut in concrete, a point at the beginning of a tangent curve to the left having a radius of 486.67 feet; THENCE, along said curve to the left:, having
a central angle ofOz042'31", a chord that bears S86°17'4S"E, 23.01 feet, and an arc distanceof23.01 feet, to a set x-cut in concrete, a point for corner; THENCE, S02°20'S6"W, a distance
of 4.50 feet to a set x-cut in concrete, a point for corner, the beginning of a non-tangent curve to the left having a radius of491.17 feet; THENCE, along said CUJVeto the left, having
a central angle of 14°04'IZ", a chord that bears NaSoI8'SO"E, a chord distance of IZO.3I, and an arc length of 120.62 feet to a set x-cut in concrete, a point for corner; corner; THENCE,
SII°43'16"E, a distance of4.S0 feet, to a set x-cut in concrete, a pont for corner; THENCE, N86°jj'S6"E, a distance of 54.34 feet, to a set S/8 inch iron rod, a pont for corner; THENCE,
N6so46'Ol"E, a distance of 124.95 feet, to a set 5/8 inch iron rod, a pont for corner; THENCE, N20042'S6"W, a distance ofS.82 feet, to a set 5/8 inch iron rod, a pont for corner; THENCE,
N69°09'04"E, a distance of2J5 feet to the POINT Of BEGINNING, and containing IZ7,III Exhibit B -Page 2 of lO 
L ••ST SURFACE EASEMENT AREA square feet or 2.918 acres in the metes and bounds recited. 11,is is to certify that the above description was prepared from an on the ground survey conducted
under my supervision. DATE: II If? I?t::. Ayub R. Sandhu, P.E .•R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ Exhibit B -Page 3 of '10 97084 02639

\. 3T SURFACE EASEMENT AREA FIELD NOTE DESCRIPTION I'EllMANENT SURFACE EASEMENT PSE-I A PORTION OF ADDISON AIRPORT \VnL LOMAX SURVEY, ABSTRACT 192 K COOK SURVEY, ABSTRACT 326 ADDISON,
DALLAS COUNTY, TEXAS EXHIBITS Being 2,211 square feet or 0.051 acres out of a called 365.34 acre tract as conveyed to the City of Addison, by deed recorded in Volume 71010, Page 1391,
Deed Records, Dallas County. Texas, said called 365.34 acre tract being out of the Wm. Lomax Survey, Abstract 792 and the E. Cook Survey. Abstract 326, all in the City of Addison, Dallas
County, Texas and being more particular described as follows: (Bearings based on USC&GS Station "ARl' 1966", with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station
"Airport Beacon", with coordinates ofN 7,039,062.68-E 2,478,167,73 NADS3) COMMENCING, at a set 5/8" iron rod on the Easterly line ofDooley Road (width varies), at the north comer ofa
comer-clip, at the northeast intersection ofsaid Dooley Road and Keller Springs Road (50 fect wide); THENCE, SS6°37'lS"E, along the Easterly line of said Dooley Road, 40.96 fect to a
point for comer; THENCE, S89°16'OS"E, departing the Easterl)'line ofsaid Dooley Road, a distance of 19.73 feet to the POINT OF BEGINNING; THENCE, NOoo43'52"W, a distance of5.25 feet
to a point for comer; THENCE, NS9°16'OS"E, a distance of 174.25 feet to a point for comer; THENCE, S00043'52''E, a distance of 13.00 feet to a point for comer; THENCE, S89°16'OS"W, a
distance of 167.25 feet to a point for comer; THENCE, NOoo43'52"W. a distance of 7.75 feet to a point for corner; THENCE, S89°16'08"W, a distance 0[7.00 fect to the POINT OF BEGINNING,
containing 2,211 square fect, or 0.051 acres in the metes and bounds recited. This is to certify that the above description was prepared from an on the ground SUI"\'e}' conducted under
my supervision. Ayub£andhu, P£,RPLS. Texas Sum:yor Registration No. 2910 Approval: Texas Turnpike Authority ____ DATE: IIIDI"lG Exhibit B -Page 4 of 10 97081J 02640 
\ ,T SURFACE EASEMENT AREA FIELD NOTE DESCRIPTION I'ERMANI(NT SURFACE EASEMENT PSE·2 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON,
DALLAS COUNTY, TEXAS EXHIBITS Being 628 square feet or 0.014 acres out ofacalled 365.34 acre tract as conveyed to the City of Addison, by deed recorded in Volume 77010, Page 1391, Deed
Records, Dallas County, Texas, said called 365.34 acre tract being out ofthe Wm. Lomax Sum:y, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County,
Texas and being more particular described as follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates of N 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Statiou "Airport
Beacon", with coordinates ofN 7,039,062.68-E 2,478,167,73 NAD83) COMMENONG, at the Southerly cut-back comer at the northeast comer ofthe intersection of Dooley Road (width varies) with
Keller Springs Road (50 feet "ide); THENCE, Easterl}' and Southerly along the Easterly ROW line of􀁾􀁤Dooley Road as follows: N89°42'54"E, a distance of 105.72 fcetloa point; SOOO 12'22"E,
a distance of79.31 feet to the POINT OF BEGINNING ofthe tract herein described: THENCE, N89°16'08"E, leaving said Easterly ROW line ofDooley Road, 48.22 feet to a point for comer; THENCE,
SOo0 43'52"E, a distance of 13.00 feet to a point for comer; THENCE, S8QoI6'08"W, a distance of 48.34 feet to a point for comer on said Easterly ROW line ofDooley Road; THENCE, NOooI2'22"W,
a distance of 13.00 feet, along said Easterly ROW line of Dooley Road, to the POINT OF BEGINNING, and containing 628 square feet, or 0.014 acres in the metes and bounds recited. This
is to certify that the above description was prepared from an on the ground survey conducted under my supervision. 􀁾􀁾􀀩􀀨􀀠􀁾DATE: '7/1°/110 Ayub R.􀁾U,iE.,R.P:L.S. . Texas Surveyor
Registration No. 2910 Approval: Texas Turnpike Authority ____ Exhibit B -Page 5 of 10 97084 02641 
\ . .JST SURFACE EASEMENT AREA HELl) NOTE OESC!UI'TiON I'ERMANENT SURFACE leASEMENT I'SE-'> A j'onTION OF 􀁪􀁻􀀱􀁾􀁕􀀬􀁅􀁉􀁴􀀠SI'IUNGS ROAI) ANI) [)OOLEY HOAI) Will, LOMAX Sllln'E.Y,
A HSTItACT 792 E. COOK SURVEY,AllSTRACT 326 W, Ii, WITI' SURVEY, ABSTRACT 1609 DAVID MYERS SURVEY, ABSTRACT 923 GEORGE SYMS SURVEY, ABSTRACT 1344 ADDISON, DALLAS COUNTY, TEXAS EXmBITS
Being 68.432 square feet or 1.571 acres out of the rights-of-way of KeUer Springs Road (50' wide) and Dooley Road (width varies) lying in the City of Addison, said rights-of-way being
out ofule Wm. Lomax Survey, Abstract 792. the E. Cook Survey. Abstract 326, the W. H. Witt Survey, Abstract 1609. ule David Myers Survey. Abstract 923, and the George Syms Survey. Abstract
1344. all in the City ofAddison. Dallas County, Texas and being more particular described as follows: (Bearings based on USC&GS Station "ARP 1966". with coordinates ofN 7,038,355.36-E
2,478,877.80 NAD83 and USC&GS Station "Airport Beacon", with coordinates ofN 7,039,062.68-E 2,478,167,73 NADS3) . BEGINNING at a SIS inch iron rod found for comer in the existing nortlterly
right-ofway line ofsaid Keller Springs Road, said point being the most soutlterly northeast comer ofUle intersection of said northerly line of Keller Springs Road with the existing easterly
line of Midway Road (a variable width right-of-way at this point), said point also being the southernmost southwest comer of Lot A, Block B as conveyed to CB Institutional Trust Furid
VII, by deed recorded in Volume 84250. Page 4372. of the Deed Records of DaUas County, Texas, all addition to tJte City of Addison, by plat entitled "Belr""ood NOrtJl, JWL Addition."
recorded in Volume 82073, Page 2483, ofthe Map Records of Dallas County, Texas; THENCE, N89° 14'00"E. along said right-of-way line and the southerly line ofsaid Addition, passing at
a distance of 124.32 feet, a 5/8 inch iron rod found. the southeast comer of said Lot A, same being the southwest comer ofLot B of said Addition, as conveyed to CB Institutional Trust
Fund VII, by deed recorded in Volume 84061, Page 3143, ofsaid Deed Records. passing at a distance of 538.32 feet, a Y, inch iron rod found, the southeast comer of said Lot B, same being
the soutJtwest comer of that certain tract of land as conveyed to EKL Realty. by deed recorded in Volume 90206, Page 0 I 02. of said Deed Records, said point also being the southeast
comer of said BellWOod North, JWL Addition, continuing in all a total distance ofS17.84 feet to a 5/8 inch iron rod found. the southeast comer of said EKL Realty tract, same being the
northwest comer ofthe intersection ofsaid Keller Springs Road with Dooley Road (60' wide); THENCE, NOo03Z·09"W. along the easterly line of said EKL tract and said westerly line of Dooley
Road, a distance of 52.01 feet to a point for comer; THENCE, N89°27'5I "E. departing said common line, a clistance of 60.00 feet to a 5/8 inch iron rod found for comer,on the easterly
line of said Dooley Road and on the westerly line of a called 365.34 acre tract of land as conveyed to the City of Addison, by deed recorded in Volume 770 10, Page 1391, of said Deed
Records; THENCE. along said common line, the following courses and distances: S56°37'15"E. a distance of 90.20 feet to a SIS inch iron rod found for comer; N89°4Z'54"E, a distance of
105.12 feet to a 5/8 inch iron rod found for comer; SOoo IZ'22"E, a distance of /11.00 feet to a point for comer; Exhibit B -Page 6 of10· 􀀹􀀷􀀰􀀸􀁛􀁾􀀠02642 ." 
􀁌􀁾􀀳􀁔􀀠SURFACE EASEMENT AREA THENCE, S89°47'38"W, leaving said easterly line of Dooley Road and said westerly line of called 365.34 acre tract, a distance of 50.92 feet to a pomt
for ecmer on the westerly line of said Dooley Road, said point being tlle soutlleast end of a comer cut-back line at the imerscction of said westerly line of Dooley Road witll tllC soutllerly
line of said Keller Springs Road, same being the most easterlyllorUlcaS! corner of LOl I, as conveyed to MIdpark NorU! Joim Vcnturc by deed recorded ill Volume 91136. Page 1164. of said Dccd Records, tlle most easterly nOrUlcast comer of Midway
Park Nortll II, an addition to the City of Addison by plat recordcd in Volume 83035, Page 1180, ofsaid Map Records; THENCE, N57°10'08"W, along said collmlonlinc, a distance of 101.70
feet to a 518 inch iron rod found, tlle most northerly northeast comer of said Lot 1 and said subdivision; THENCE, S89°16'07"W, along said common line, passing at a distance of256.60
feet, a found 'X' in concrete, the· northwest comer ofsaid Lot I, same being the northeast comer of Lot 2, that certain tract ofland as conveyed to M & F Development Company. Inc. by
deed recorded in Volume 90081, Page 3202, of said Deed Records, in all total distance of 795.4 I feet to a 5/8 inch iron rod found for comer; THENCE, S62°47'14"W, continuing along said
common line, a distance of55.96 feet to a 51& inch iron rod found for comer at the intersection ofsaid southerly line of Keller Springs Road with said easterly line of Midway Road; THENCE,
SOOQ39'42"E, along said common line, a distance of4 L80 feet to a 112 inch iron rod found, the southeast intersec:ion of said Keller Springs Road witll said Midway Road; THENCE, N33°06'32"W,
departing said conunon line, a distance of 142.28 feet to the POINT OF BEGINNlNG, containing 68,432 square feet, or 1.571 acres in the metes and bounds recited. Note: A plat of su!Yey
of even su!Yey date herewith accompanies tl,is legal description. This is to certify that the above description was prepared from an on the ground survey conducted under my supervision.
DATE: /1231 '17 Ayub R. dhu, P.E.,R.P.LS.S Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority _____ Exhibit B -Page 7 of 10 
· . .' 􀁾􀀠BSURFACE EASEMENT AREA FIELD NOTE DESCIUPTION SUB SURFACE AREA A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACf 792 E. COOK SURVEY, ABSTRACf 326 ADDISON, DALLAS COUNTY,
TEXAS EXHIBIT 3 Being 195,683 square feet or 4.492 acres out ofa called 365.34 acre Iract as conveyed to the City of Addison, by deed recorded in Volume 77010, Page 1391, Deed Records,
Dallas County, Texas, said called 365.34 acre !Tact bcing out of the Wm, Lomax Survey, Abstract 792 and Ihe E. Cook Survey, Abstracl 326, all in the City ofAddison, Dallas County, Texas
and being more particular described as follows: (Searings based on USC&GS Station "ARP 1966", with coordinates of N 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon",
with coordinates ofN 7,039,062.68-E 2,478,167.73 NAD83) BEGINNING, at a set 5/S" iron rod on the Easterly line of Doole)' Road 􀀨􀀬􀁜􀁾􀁤􀁴􀁨􀀠varies), said iron rod being 􀁓􀀵􀀶􀂰􀀳􀀷􀀧􀁦􀁾􀁮􀁅􀀬􀀠a
distance of 64.79 feet from the Northerly cut-back corner at the northeast corner of the intersection ofsaid Dooley Road with Keller Springs Road (50 feet ....ide); .. THENCE, NOo043'52"W,
departing the Easterly line ofsaid Dooley Road"a distance of IS.61 feet to a point for corncr; THENCE, N89°16'OS"E, a distance of 174.25 feet 10 a point for corner at the beginning ofa
tangent curve to the right, said curve ha\'ing a radius of 1763.00 feet; THENCE, continuing along said curve to the right, having a central angle of 05°47'20", a chord bearing of SS7°50'12"E,
a chord distanee of 178.05 feet, and an arc distance of 178.13 feet to a point oftangency; THENCE, SS4°56'32"E, a distance of 1,301.25 feet to a point for comer; THENCE, S05°03'28"W,
a distance of 126.00 feet to a point for comer; THENCE, N84°56'32" W, a distance of 1,30 1.25 feet to a point for comeJ at the beginning of a tangent cun'e to the left having a radius
of 1,637.00 feet; THENCE, continuing along said curve to the left, having a central angle of 05°47'20", a chord bearing of NS7°50'12"W, a chord distance of 165.33 feet, and an arc distance
of 165.40 feet to the point of tangency; THENCE, SS9° 16'OS"W, a distance of48.34 feet to a point for comer on the Easterly line of Dooley Road; THENCE, NOoo12'22"W, continuing along
said Easterly line 92.32 feet \0 a comer on the Northerly line of Dooley Road; THENCE, S89°42'54 "W, continuing along said Northerly line of Dooley Road, a distance of 105.72 feet to
a point for comer; Exhibit B . Page 8 of 10 97084 02644 
.. ,BSURFACE EASEMENT AREA THENCE, N56°37' IS"W, continuing along the NOrUlcrly line of Dooley Road, a distance of 25.41 feel to IllC POINT OF BEGINNING, and containing 195,683 square
fcet or 4.492 acres in the metes and bounds recited. This is to certify that the above description was prepared from an on the ground sun'ey conducted under my supcrvlslon. kdb-g. 􀁾􀁾􀀮􀁑􀁑􀁾􀀽􀀭􀁟�
�DATE: "f,/o/'fb AyubR: Sandhu, P.E.,R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority __􀁾􀁟􀀠 , --., Exhibit B -Page 9 of 10 97084 02645 
, '.' , THE DOOLEY ROAD EASEMENT AREA FIELD NOTE DESCRIPTION SURFACE RlGHT·OF WAY EASEMENT A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON,
DALLAS COUNTY, TEXAS EXHIBlT6 Bcing 13,649 square ICet or 0.313 acres outofa called 365.34 acre tract as conveyed to the City ofAddison by deed rccorded in Volume 77010, Page 1391, Deed
Records, DalIasCOWlty, Texas, said called 365.34 acre tract being out ofthe Wm. Lomax Survey, Abstraet 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County,
Texas and being more particularly described as follows: (Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,03S,355.36-E 2,478,8nSO NADS3 and USC&GS Station "Airport
Beacon" with coordinates ofN 7,039,062.68-E 2,478,167.73 NADS3) BEGINNING, at a set 5/8" iron rod, a point for corner on the Easterly line of Dooley Road (width varies), said point lying
N00"21'59"W, 137.82 feet from the north corner ofa corner-clip at the northeast intersection of said Dooley Road and Keller Springs Road (50 feet wide); THENCE, NOoc21'59"W, along said
Easterly line of Dooley Road, 123.80 feet to a set '5/8 inch iron rod, a pointfor corner at the beginning of a non-tangent curve to the left having a radius of 291.30 feet; THENCE, leaving
said 'Easterly line ofDooley Road, along said curve to the left having a central angle of32°53'23", a chord bearing ofS28°46'08"E, a chord distance of 164.93 feet, and an arc distance
of 167.22 fcct to a set 5/S inch iron rod, a point for corner at the beginning of a tangent curve to the right having a radius of 33S.67 feet; THENCE, along said curvc to the right having
a central angle of32°33'46", a chord bearing of S28°56'02"E, a chord distance of IS9.90 fect, and an arc distance of 192.48 feet to a set 5/S inch iron rod, a point for comer on said
Easterly line ofDooley Road; THENCE, along said Easterly line of Dooley Road, S89°42'54"W, a distance of49.34 feet to a set 5/8 inch iron rod, a point for corner at the beginning of
a tangent curve to the left having a radius of 290.67 feet; THENCE,leaving said Easterly line ofDooley Road, along said eurve to the left having a central angle of3002S'46", a chord
bearing ofN29°58'33"W, a chord distance of 152.81 feet, and an arc distance of 154.63 feet to a set 5/8 inch iron rod, a point for corner at thc beginning ofa tangent curve to the right
having a radius of339.30 feet; THENCE, along said curve to the right having a central angle ofll'58'38", a chord bearing ofN39°13'31"W. a chord distance of70.80 feet, and an arc distance
of70.93 feet to the POINT OF BEGINNING. and containing 13,649 square feet or 0.313 acres in the metes and bounds recited. This is to certify that the above description was prepared from
an on the ground survey conducted under my supervision. Ayub R. Sanahu, P.E.,R.P.L.S. Tcxas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ Exhibit B -Page 10
ot 10 j:\re\88545\49826\docs\constru2.eas 97084 026116 
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 
3015 Raleigh Street P.O. Box 190369 • Dallas, TX 75219 214-522-6200 • Fax 214-528'4826 NORTH TEXAS TOLLWAY AUTHORITY February IS, 2000 F IV!) C.':::>f€/(:;. Mr. Mike Murphy, P.E. I'M
mAt 25", ZOOt!:J Interim Director ofPublic Works Town ofAddison (oVA/CII Ptr&16801 Westgrove Drive • Addison, TX 75001 RE: Interloca1 Agreement between NITA and Town ofAddison Transferred
properties Dear Mr, Murphy, The proposed interlocal agreement (ILA) with the Town of Addison includes provisions for transfers of property rights between our agencies. Enclosed please
find two legal descriptions and plats for the properties identified as Exhibits 3 and 4 in the ILA. Exhibit 3 is the "Adjacent Land" located next to the west portal ofthe Tunnel and
corresponds to the enclosed Parcel 13-06B. For you reference, a copy of the portion to be retained by NITA, Parcel 13-06A is also enclosed. Exhibit 4 is the description of an easement
to be granted by Addison to NITA for the placement ofemergency generators and ancillary equipment. This corresponds to Parcel 13-04El enclosed. Please review these documents to see if
they are satisfactory to the Town of Addison. I am free to meet with you this afternoon to discuss any questions you may have. I can be reached at 972267-0465. Mark A. Bouma, P.E. Director
ofEngineering cc: Jerry Hiebert Katharine Nees Marcelle Jones LLS-Frank Stevenson N:\NTTA\Cilies\Add'fson\$end pfilts to Addison.doe 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Jere W. Thompson,
Jr., ChallJnan ; Donna R. Parker, Vice Chairman. David D. Blair, Jr. 􀁾􀀠Donald D. Dillard 􀁾􀀠Kay Waifs 􀁾􀀠Don Blackwood. Leah!ay S. Wroten Jerry Hiebert, Execurive Dlrector • Katharine
D. Nees, Deputy Executive Director. Ruby Franklin, Secretary) Susan A. Buse, Treasurer 
FIELD NOTE DESCRIPTION EASEMENT FROM THE CITY OF ADDISON, DALLAS COUNTY, TEXAS TO THE NORTH TEXAS TOLLWAY AUTHORITY PARCEL 13-04El BEING a description ofa 0.080 acre (3,503 square foot)tracl
ofland located in the William Lomax Survey, Abstract No. 792, City ofAddison, Dallas County, Texas, and being out ofthe remainder ofa called 365.34 acre tract of land conveyed to the
City ofAddison as evidenced by deed recorded in Volume 770 10, Page 1391, ofthe Deed Records of Dallas County, Texas and being more particularlydescribed by metes and bounds as follows
(Basis ofbearings is Texas State Plane NAD83 as determined from monumentation found on Addison Airport runway centerline): BEGINNING at the most Southerly Southwest corner ofsaid called
365.34 acre tract; THENCE, North 56°37' 15" West, along the Southwest line ofsaid called 365 .34 acre tract, a distance of90.20 feet to a 5/8 inch iron rod set in the east Right ofWay
line ofDooley Road; THENCE, North 00°32'09" West, along the common East Right ofWay line ofsaid Dooley Road and West line ofsaid caned 365.34 acre tract a distance of44.37 feet to a
5/8 inch iron rod set for corner; THENCE, North 89°27'51" East, departing said commOn line, a distance of38.92 feet to a 5/8 inch iron rod set for comer; THENCE, South 21°18'58" East,
a distance of 101.29 feet to the POINT OF BEGINNING, and containing 3,503 square feet, or 0.080 acre of land in the metes and bounds recited. This is to certifY that the above description
was prepared from an on the ground survey conducted under my supervision. DATE:;"< Ayu R. Sandhu, R.P.L.S. Texas Surveyor Registration No. 2910 Approval: /J..TTr? A" v Texas Turnpike
Authoritff􀁾'" P-r"""",,
______________________________________________________________________________ !I\, , \ 􀁩􀁾􀀠I 􀁾􀀠o 0::: >􀁾􀀠o o '" . 􀁾􀁉􀀠􀁾􀁉􀀠1\\\ .. . \ \ \ __--1.____ . _-_._OWNER: TEXAS TURNPIKE
AUTHORITY VOL. 96197/PG. 04724 D.R.D.C. T. KElLER SPRINGS OWNER: MIDPARK NORTH JVLOT 1 VOL. 91136/PG. 1164 D.R.D.C.T. NOTES, "0· DENOTES "5/8 INCH IRON ROD SEl' UNLESS MIDWAY PARK NORTH
II OTl<ER'MSE INDICATED. VOL. 83035/PG. 1180 I}ASJS or BEARINGS IS TEXAS STATE PlANE NAD83 "5 DETERMINE!) FROI.I IdONUMENTATlON FOUND ON D.R.D.C.T. r .... 􀁾􀁉􀀠!!!. 􀁾􀁉􀀠􀁾􀀠 􀁉􀁾􀀠
􀀮􀁾Ig I I APPROYALS: APPROVED DATE#It<J1.'';:1 lj:tn.....􀀱􀀧􀁾􀀬􀀠North Texas Tollway Authority -Director of Engineering APPROVED -::-_-,--,..--,---,--____________ DATE _____ General
Consultant: I certify that this plat correctly delineates the boundaries and comers of this tract as deter ined by a careful and accurate survey on the ground. CERTIFIED 􀁾􀀮􀀠 A b R.
Sandhu. A.R.S. Engineers. Inc. Registered Professional Land Surveyor No. 􀁾􀀠 N I OWNER: CITY OF ADDISON VOL. 77010/PG. 1391 D.R.D.C.T. SURVEY LINE DATE;:2' -/7"'-= 2910 ,'j-", i 􀁾􀀢􀀠'.j
OWNER: CITY OF ADDIS ION PARCEL DNT NO. 13-04El NORTH TEXAS TOLLWAY AUTHORITY ADDISON TOLL TUNNEL UTILITY EASEMENT PLAT ARS ENGINEERS. INC. L-___ DATE: 1-28-00 SCALE: 1"=40'CONSULTING
ENGINEERS􀁾􀁄􀁬􀁓􀁏􀁎􀀠AIRPORT RUNWAY CENTERUNE, 
FIELD NOTE DESCRIPTION EASEMENT FROM THE CITY OF ADDISON, DALLAS COUNTY, TEXAS TO THE NORTH TEXAS TOLLWAY AUTHORITY PARCEL 13-04El BEING a description ofa 0.080 acre (3,503 square foot)
tract ofland located in the William Lomax Survey, Abstract No. 792, City of Addison, Dallas County, Texas, and being out ofthe remainder ofa called 365.34 acre tract of land conveyed
to the City ofAddison as evidenced by deed recorded in Volume 77010, Page 1391, ofthe Deed Records of Dallas County, Texas and being more particularly described by metes and bounds as
follows (Basis ofbearings is Texas State Plane NAD83 as determined from monumentation found on Addison Airport runway centerline): BEGINNING at the most Southerly Southwest corner of
said called 365.34 acre tract; THENCE, North56°37'15" West, along the Southwest line ofsaid called 365.34 acre tract, a distanceof90.20 feet to a 5/8 inch iron rod set in the east Right
of Way line ofDooley Road; THENCE, North 00·32'09" West, along the common East Right ofWay line ofsaid Dooley Road and West line ofsaid called 365.34 acre tract a distance of 44.37 feet
to a 5/8 inch iron rod set for corner; THENCE, North 89"27'51" East, departing said common line, a distance of 38.92 feet to a 5/8 inch iron rod set for comer; THENCE, South 21°18'58"
East, a distance of 101.29 feel to the POINT OF BEGINNING, and containing 3,503 square feet, or 0.080 acre ofland in the metes and bounds recited. • This is to certitythat the above
description was prepared from an on the ground survey conducted under my supervision. DATE:P< Ayu R. Saodhu. R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Nrr,q /"'1, ,; Texas
Turnpike 􀁁􀁵􀁴􀁨􀁯􀁲􀁩􀁴􀀦􀀭􀀧􀁾􀀠 
APPROVAlS; APPROVED DATE4!'Z,,-..j{ C/7 􀀦􀁨􀀿􀀾􀁾􀁾􀀠North Texas Tollway Authority -Director of Engineering APPROVED __________________ DATE _____ General Consultant: tract OWNER; TEXAS
TURNPIKE AUTHORITY VOl. 96197JPG. 04724 D.R.D.C.T. KELLER SPRINGS --' ----'-W· 􀁾􀁉􀀠􀁾􀁉􀀠􀁾􀁉􀀠L.I c:: '-' 7 o U --'--' as deter. Ined by a careful and accurate survey on the ground.
CERTIFIED 􀁾• DATE;Z -1'7':-. o-c A b R. Sandhu, A.R.S. Engineers. Inc. Registered Professional land Surveyor No. 2910 I certify that this plot correctly delineates the boundaries and
COmers of this ..􀁾􀀠'\._ -" 1\": N I c, OWNER; CITY OF ADDISON VOl. 77010jPG. 1391 D.R.D.C.T. SURVEY LINE OWNER: CITY OF ADDISION PARCEL DNT NO. 13-04E1 NORTH TEXAS TOLLWAY AUTHORITY
ADDISON TOll ruNNEl UTILITY EASEMENT PLAT DATE: 1 28-00 SCALE: 1"=40' OWNER: MIDPARK NORTH JVLOT 1 VOl. 91136jPG. 1164 D.R.D.C.T. 
FIELD NOTE DESCRIPTION RIGHT-OF-WAY DEED KELLER SPRlNGS ROAD PART OF NORTH TEXAS TOLLWAY AlITHORITY PROPERTY ADDISON, DALLAS COUNTY, TEXAS PARCEL 13-06A BEING a portion ofthat called
1.136 acre tract or parcel ofland being in the George Syms Survey, Abstract 1344, Dallas County, Texas, as conveyed to Texas Turnpike Authority, an agency of the State of Texas, whose
statutory successor-in-interestunder Acts 1991, 15,h Texas Legislature, ch. 1111, is the North Texas ToHway Authority, a regional tollwayauthorily, by the deed recorded in Volume 96
197, Page 04124, ofthe Deed Records ofDallas County, Texas. and being more particularly described as follows (Basis of bearings is Texas State Plane NAD83 as determined from monumentation
found on Addison Airport runway centerline): BEGINNING at the intersection point ofthe northerly line ofKeller Springs Road (a variable width right-of-way, atthis point) with the westerly
line ofDooley Road (a variable width right-of-way,at this point), said point being the southeast corner of said Texas Turnpike Authority parcel; THENCE, South 89°14'00" West, along said
northerly line ofKeller Springs Road and the southerly line ofsaid Texas Turnpike Authorityparcel, a distanceof219.52 feet to the southwest corner ofsaid Texas Turnpike Authority parcel
and the southeast corner of Lot B, Block B as shown on a plat entitled "Beltwood North, JWL Addition," as recorded in Volume 82013, Page 2483, in said Deed Records and conveyed to CB
InstitutionalFund VII, by the deed recorded in Volume 84061, Page 3143, ofsaid Deed Records; THENCE, North 00°32'09" West, leaving said northerly line ofKeller Springs Road and the southerly
line ofsaid Texas Turnpike Authority parcel, along the common line between said Texas Turnpike Authority parcel and said Lot B, a distance of 39.01 fect to a set 518 inch iron rod for
corner; THENCE, North 89°16'08" East, leaving said common line, a distance of 219.52 feet to a set 518 inch iron rod for comer on the common line between Dooley Road and said Texas Turnpike
Authority parcel; THENCE, South 00°32'09" East, along said common line, a distance of 38.84 feet to the POINT OF BEGINNING, and containing 10,880 square feet, or 0.250 acre of land in
the metes and bounds recited. This is to certify that the above description was prepared from an on the ground survey conducted under my supervision. A b R. Sandhu, R.P.L.S. DATE:OZ
;If;co Texas Surveyor Registration No. 2910 Approval: /1 ' North Texas Tollway Authority ij%'L....,.""" 46.....
OWNER: \ \ OWNER: \ \ CB INST. FUND VII VOL 84250/PG. 4372 D.RD.C.T. \ CB INST. FUND VII VOl. 84061/PG. 3143 D.RD.C.T. \ \ \ \ \ \ \ BELTWOOD NORTH, JWL ADDITION VOL 82073/PG. 2483 D.R.D.C.T.
LOT A BLOCK B ...E,URVEy"lINE __ . __ . __ . __ . __ . __ . __ NOTES: BELTWOOD NORTH-MIDWAY VOLUME 80003, PAGE 0738 D.R.D.C.T. DAVlD MYERS SURVEY ABSTRACT NO. 923 \ \ \ LOT 2 \ \ \ \
\ LOT B APPROVALS: APPROVED .???t<--A C;, 􀁤􀀢􀀮􀁾.., DAlE 2-/17/"" North Texas Tollway Authority -Director of Engineering APPROVED -::-_-:-:-:---:-:--:-____________ DAlE _____ General
Consultant: I certify that this plat correctly delineates the boundaries and comers of this tract as deter Ined by a careful nd accurate surlleY on the ground. CERTIFIED >..L(6 􀁄􀁁􀀱􀁅􀀼􀀻􀁚􀀭􀀯􀁴􀀭
􀁾􀀠A R. Sandhu, A.R.S. Engineers, Inc. Registered Professional Land Surlleyor No. 2910 NOlE: A FIELO NOlES DESCRIPTION OF EVEN DAlE HEREWITH ACCOMPANIES THIS PLAT. MULLINS ADDITION
VOLUME 84161, PAGE 3817 l-STORY 􀁾􀀠BUILDING _ 􀁾􀁄􀀮􀁒􀀮􀁄􀀮􀁣􀀮􀁔􀀮􀀠OWNER: BILLY J. MULLINS. JR. 16115 DOOLEY RD. ADDISON, TX 􀀷􀀵􀁾􀀰􀀲􀀹􀀠F'HD. r" tit OWNER: TEXAS TURNPIKE AUTHORITY
􀁾􀁌􀀮􀀠96197/PG. 04724 JlI D.R.D.C. T. I • --------'PARCEL 13-06A 0.250 ACRES OWNER: OR 10,880 SQ. FT. M & F DEV. CO. iNC. VOl. 90081/pG. 3202 D.R.D.C.T. LOT 1 OWNER: MIDPARK NORTH
JV VOL 91136/pG. 1164 D.RD.C.T. f N I • • MIDWAY PARK NORTH II VOL. 83035/PG. 1180 D.R.D.C.T. OWNER: TEXAS TURNPIKE AUTHORITY PARCEL DNT NO. 13-06A /NORTH TEXAS TOLLWAY AUTHORITY ADDISON
TOLL lUNNEl RIGHT-OF-WAY AND UTILITY EASEMENT PLAT DATE: 1-27-00 SCALE: 1"=100' 
FIELD NOTE DESCRIPTION RIGHT-OF-WAY DEED KELLER SPRINGS ROAD PART OF NORTH TEXAS TOLLWAY AUTHORITY PROPERTY ADDISON, DALLAS COUNTY, TEXAS PARCEL 13-06A BEING a portion ofthat called
1.736 acre tract or parcel ofland being in the George Syms Survey, Abstract 1344, Dallas County, Texas, as conveyed to Texas Turnpike Authority, an agency of the State of Texas, whose
statutory successor-in-interestunder Acts 1997, 75'h Texas Legislature, ch. 1171, is the North Texas Tollway Authority, a regional tollway authority, bythe deed recorded in Volume 96197,
Page 04724, ofthe Deed Records ofDallas County, Texas, and being more particularly described as follows (Basis ofbeanngs is Texas State Plane NAD83 as determined from monumentation found
on Addison Airport runway centerline): BEGINNING at the intersection point ofthe northerly line ofKeller Springs Road (a variable width right-Qf-way, at this point) with the westerly
line ofDooley Road (a variable width right-of-way ,at this point), said point being the southeast corner ofsaid Texas Turnpike Authority parcel; THENCE, South 89°14 '00" West, along
said northerly line ofKeller Springs Road and the southerly line ofsaid Texas Turnpike Authorityparcel, a distance of279.52 feet to the southwest corner ofsaid Texas Turnpike Authority
parcel and the southeast corner ofLo! B, Block B as shown on a plat entitled "Beltwood North, JWL Addition," as recorded in Volume 82073, Page 2483, in said Deed Records and conveyed
to CB Institutional Fund VII, by the deed recorded in Volume 84061, Page 3143, ofsaid Deed Records; THENCE, North 00°32'09" West, leaving said northerly line ofKeller Springs Road and
the southerly line ofsaid Texas Turnpike Authority parcel, along the common line between said Texas Turnpike Authority parcel and said Lot B, a distance of39.0 I feet to a set 5/8 inch
iron rod for comer; THENCE, North 89°16'08" East, leaving said common line, a distance of279.52 feet to a set 5/8 inch iron rod for corner on the common line between Dooley Road and
said Texas Turnpike Authority parcel; THENCE, South 00°32'09" East, along said common line, a distance of38.84 feet to the POINT OF BEGINNING, and containing 10,880 square feet, or 0.250
acre ofland in the metes and bounds recited. This is to certifY that the above description was prepared from an on the ground survey conducted under my supervision. A b R Sandhu, R.P.L.S.
Texas Surveyor Registration No. 2910 Approval: /2, North Texas Tollway Authority 􀁩􀁦􀁬􀀯􀁾􀁣􀀺􀀺􀀻􀀦􀁾􀀠 
APPROVALS: \ w r:}.\\(IllO«0 W '-' . « . \ Qf. \.UlO . 􀁎􀁾􀀠00::: 􀂧􀁾􀁣􀁩􀀠\ \ \ \ \ -OWNER: CB INST. FUND VII VOL 84250/PG, 4372 D.R.D.C.T, \ \ OWNER: CB INST. FUND VII VOL. 84061/PG.
3143 D.R.D.C,T, BELTWOOD NORTH, JWL ADDITION VOL. 82073/PG. 2483 D.R.D,C,T. \ \ LOT A BLOCK B LOT B I-STORY BUIUJING APPROVED _£/"-,,'0:....7_:'",,[<-='/'J....l􀀢􀀬􀁃􀀻􀀢􀀬􀀱􀁷􀁧􀀢􀀬􀁾􀀺􀀮􀀱􀀬􀀭􀀬􀀧�
�􀀧􀀧􀁺􀀧􀀺􀀬􀀻􀀬􀀧􀁾􀀭􀀧􀀭􀀧_ _._------DAlE Z/15(oO North Texas Tollway Authority -Director of Engineering APPROVED -:c--..,---,,---,.,-------------DAlE _____ General Consultant: I
certify that this plat correctly delineates the boundaries and corners of this tract as deter Ined by a careful 􀁾accurate survey on the ground. CERTIFIED 􀁾􀁑􀀮􀀢􀀠. DAlEe;<' -/7'􀁾􀀠A
R. Sandhu. A.R.S. Engineers. Inc. Registered Professional Land Surveyor No. 2910 NOlE: A FIELD NOlES DESCRIPTION OF EVEN DAlE HEREWlTIi ACCOMPANIES T1iIS PLAT. MULLINS ADDITION VOLUME
84161, PAGE 3817 __ 􀁾􀁄􀀮􀁒􀀮􀁄􀀮􀁣􀀮􀁔􀀮􀀠OWNER: BILLY J. MUlUNS, JR. 16115 DOOLEY DOOLEY RD. ADDISON, TX 􀀷􀀵􀁾􀀰􀀲􀀹􀀠OWNER: TEXAS TURNPIKE AUTHORITYBL. 96197/PG. 04724JI DR.D,C.
T. SET 5/8"' I.R. 916'08" E 279.52' , : I: ,!::' OW 3:::2 f-::J ....J....J woCD> ------------....-N 00'3209 W ...§URVj:L y!;!E __ . _ _ __ ______ -__ =-Kfl I ER 􀁾􀀮􀁂􀁉􀀡􀀡􀀮􀁇􀁓􀀠lr"''''
--PROJECT CONTROL UNE S 8914'00· W NOTES: BELTWOOD NORTH-MIDWAY VOLUME 80003. PAGE 0738 D.R.D.C.T. DAYlD MYERS SURVEY ABSTRACT NO. 923 '0' DENOTES 'S/lIINCH IRON ROO SET' UNLESS OTHER\\tSE
INDICAlEO. BASIS Of BEARINGS IS TEXAS STATE PLANE NAD63 .,; DETERMINED FROII MONUMENTAllON FOUND ON ADOlSON AIRPORT RUNWAY CENTERUNE. \ \ \ \ \ LOT 2 \ \ \ Iii! I::J .>I!!;! 􀁉􀁾􀀠----'PARCEL
13-06A 0,250 ACRES OWNER: OR 10,880 SQ. FT. M & F DEV. CO. INC. VOl. 90081/PG. 3202 D.R.D.C.T. MIDWAY PARK NORTH" VOL. 83035/PG. 1180 D.R.D.C.T. /279.52' • LOT 1 P.O.B. PAR 13-0BA OWNER:
MIDPARK NORTH JV VOl. 91136/PG. 1164D.R.D.C.T. OWNER: TEXAS TURNPIKE AUTHORITY .. PARCEL DNT NO. 13-06A NORTH TEXAS TOLLWAY AUTHORITY ADDISON TOLL lUNNEL RIGHT-OF-WAY AND UTILITY EASEMENT
PLAT SCALE: 1"=100'ARS ENGINEERS, INC. CONSULllNG ENGINEERS DATE: 1-27-00 
FIELD NOTE DESCRIPTION NORTH TEXAS TOLLWAY AUTHORITY PROPERTY ADDISON, DALLAS COUNTY, TEXAS PARCEL 13-06B BEING a portion oftha! called 1.736 acre tract or parcel ofland being in the
George Syms Survey, Abstract 1344. Dallas County, Texas, as conveyed to Texas Turnpike Authority, an agency of the State of Texas, whose statutory suceessor-in-interestunder Acts 1997,
75'h Texas Legislature, ch, 1171, is the North Texas Tollway Authority, a regional tollway authority, by the deed recorded in Volume 96197, Page 04724, ofthe Deed Records ofDallas County,
Texas. and being more particularly described as follows (Basis of bearings is Texas State Plane NAD83 as determined from monumentation found on Addison Airport runway centerline): COMMENCING
at the inrersectionpoint ofthe northerly line ofKeller Springs Road (a variable width right-of-way, at this point) with the westerly line of Dooley Road (a variable width right-of-way,
at this point), said point being the southeast corner ofsaid Texas Turnpike Authority parcel; THENCE, North 00°32'09" West, along the westerly line of Dooley Road and easterly line of
said Texas Turnpike Authority parcel, a distance of 38.84 feet to a set 5/8 inch iron rod for the Southeast corner and POINT OF BEGINNING ofthe herein described tract; THENCE, South
89°14'00" West, leaving said line, a distance of279.52 feet to a set 5/8 inch iron rod for corner in the easterly line ofLot B, Block B as shown on a plat entitled "Beltwood North, JWL
Addition," as recorded in Volume 82073, Page 2483, in said Deed Recordsand conveyed to CB InstitutionalFund VII, by the deed recorded in Volume 84061, Page 3143, ofsaid Deed Records;
THENCE, North 00°32'09" West, along the common line between said Tex3sTumpike Authority parcel and said Lot B, a distance of23 1.53 feet to the northwest comerofsaid Texas Turnpike Authority
parcel and the southwest comer ofa tract of land as shown on a plat entitled "Mullins Addition," as recorded in Volume 84 I 61, Page 3817, in said Deed Records and conveyed to Billy
1. Mullins, Jr., by the deed recorded in Volume 90206, Page 0 102, ofsaid Deed Records, from which a found I inch iron rod bears North 88°44'37" East for 1.41 feet, and a found 1/2"
iron rod bears North 69°50'13" East for 0.40 feet: THENCE, North 89"14'00" East, leaving said common line, along the common line between said Texas Turnpike Authority parcel and said
Mullins tract, a distance of279.52 feet to the northeast comer ofsaid Texas Turnpike Authority parcel, the southeast comer ofsaid Mullins tract, and Iyingm the common line between Dooley
Road and said Texas Turnpike Authority parcel, from which a found 3/8 inch iron rod bears South 74°03'36" West for 0.90 fect; THENCE, South 00°32'09" East, leaving said line and along
said common line between Dooley Road and said Texas Turnpike Authority parcel, a distance of 231. 70 feet to the POINT OF BEGINNING, and containing 64,741 square feet, or 1.486 acres
of land in the metes and bounds recited. Note: A plat ofeven date herewith accompanies this description. This is to certify that the above description was prepared from an on the ground
survey conducted under my supervision. DATE: c7 ! 17';.::s'O ;,f,' . Ayub R. Sandhu, R.P.L.S. .t.' .', .-0: Texas Surveyor Registration No. 2910 Approval: North Texas Tollway 􀁁􀁵􀁴􀁨􀁯􀁲􀁩􀁴􀁹􀀢􀁾􀀧
􀀺􀀢 􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀠
FND. 1" loR. MULLINS ADDITION VOLUME 84151, PAGE 3817 D.R.D.C.T. OWNER: BILLY J. MULLINS, JR. VOL 90206/PG. 0102 DRD.C.T. N 86'4·f37" E -1.41' FNO. 1/2' I.R. FNO. 1/2" I.R.N 69"50'13-E
-0.40' S 74'03'36'" W 0.90' N 89'14'00" E 279.52' SEE DETAIL "S" OWNER: M & F DEV, CO, INC, VOL 90081/PG. 3202 D.R,D.C.T. [ i I PARCEL 13-068 1.486 ACRES OR 64.741 SQ. FT. J SW BELL
MON. OWNER: TEXAS lURNPIKE AUTHORITY VOL. 96197/pG. 04724 D.R.D.C. T. -KELLER SPRINGS LOT 2 OWNER: MIDPARK NORTH JV MIDWAY PARK NORTH II VOL 91136/PG, 1164D.R.D.C,T. VOL. 83035/PG. 1180
D.R.D.C.T. LOT 1 w 0> o N r> o o Ul 1.6' DETAIL "A" DETAIL "8" 1" = 20' '" :::: 20' I CERTIFY THAT THIS PLAT CORRECTLY DELINEATES THE BOUNDARIES AND CORNERS OF THIS TRACT AS DETERMINED
BY A CAREFUL AND ACCURATE SURVEY ON THE GROUND. CERTIFIED 􀁾􀀢􀁩􀀺􀀺􀀮. ,) 􀁾􀁾􀁑• 􀁾􀀠/p' AY B R. SANDHU, ARS ENGINEERS, INC. REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2910 APPROVED
______________________________________ 􀁄􀁁􀁾􀀺􀀠_________ GENERAL CONSULTANT: APPROVED . I. -.'J , " " DATE: __--'__"'-_ NORTH TEXAS TOLLWAY AUTHORITY -DIRECTOR OF ENGINEERING NOTlE:
A FIELD 􀁎􀁏􀁾􀁓􀀠DESCRIP110N OF EVEN DA􀁾􀀠HEREWITH ACCOMPANIES THIS PLAT. OWNER:rEXAS TURNPIKE AUTHORITY PARCEL DNT NO. 13-058 NORTH TEXAS TOLLWAY AUTHORITY ADDISON TOLL TUNNEL BOUNDARY
SURVEY ARS ENGINEERS, INC. CONSULTINGENGINEERS DA TE: 1/27/00 SCALE: 1"=50' 
FIELD NOTE DESCRIPTION NORTH TEXAS TOLLWAY AUTHORITY PROPERTY ADDISON, DALLAS COUNTY, TEXAS PARCEL 13-06B BEING a portion ofthat called 1.736 acre tract or parcel ofland being in the
George Syms Survey, Abstract 1344, Dallas County, Texas, as conveyed to Texas Turnpike Authority, an agency of the State of Texas, whose statutory successor-in-interestunder Acts 1997,
75th Texas Legislature, ch. 1171. is the North Texas T ollwdY Authority. a regional tol!wayauthority, by the deed recorded in Volume 96197, Page 04724, ofthe Deed Records ofDallas County.
Texas, and being more particularly described as follows (Basis ofbearings is Texas State Plane NAD83 as detennined from monumentation found on Addison Airport runway centerline): COMMENCING
at the intersection point ofthe northerly line ofKeller Springs Road (a variable width right·of·way, at this point) with the westerly line of Dooley Road (a variable width right·of·way,
at this point), said point being the southeast comer of said Texas Turnpike Authority parcel; THENCE, North 00°32'09" West, along the westerly line. ofDooley Road and easterly line of
said Texas Turnpike Authority parcel, a distance of 38.84 feet to a set 5/8 inch iron rod for the Southeast corner and POINT OF BEGINNING ofthe herein described tract; THENCE, South
89° 14'00" West, leaving said line, a distanceof279.52 feetto a set 5/8 inch iron rod for corner in the easterlyline of Lot B, Block B as shown on a plat entitled "Beltwood North, JWL
Addition," as recorded in Volume 82073, Page 2483, in said Deed Records and conveyed to CB Institutional Fund VII, by the deed recorded in Volume 84061, Page 3143, of said Deed Records;
THENCE, North 00"32'09" West, along the commonline between said Texas Turnpike Authority parcel and said Lot B, a distance of231 .53 feet to the northwest cornerofsaid Texas Turnpike
Authority parcel and the southwest cornerofa tract ofland as shown on a plat entitled "Mullins Addition," as recorded in Volume 84161, Page 3817, in said Deed Records and conveyed to
BillyJ, Mullins, Jr., by the deed recorded in Volume 90206, Page 0 102, ofsaid Deed Records, from which a found I inch iron rod bears North 88°44'37" East for 1.41 feel, and a found
1/2" iron rod bears North 69°50'13" East for 0.40 feet; THENCE, North 89°14'00" East, leaving said common line, along the common line between said Texas Turnpike Authorityparcel and
said Mullins tract, a distanceof279.52 feet to the northeast corner ofsaid Texas Turnpike Authority parcel, the southeast corner of said Mullins tract, and Iyingm the common line between
Dooley Road and said Texas Turnpike Authority parcel, from which a found 3/8 inch iron rod bears South 74°03'36" West for 0.90 feet; THENCE, South 00"32'09" East, leaving said line and
along said common line between Dooley Road and said Texas Turnpike Authority parcel, a distance of231,70 feet to the POINT OF BEGINNING, and containing 64,741 square feet, or 1.486 acres
of land in the metes and bounds recited. Note: A plat of even date herewith accompanies this description. This is to certifY that the above description was prepared from an on the ground
survey conducted under my supervision. DATE: cf2. //77 ='" r . Ayub R. Sandhu, R.P.L.S. Texas Surveyor Registration No. 2910 Approval: North Texas Tollway Authority ....'-. . ,. : 􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾�
�􀁾􀀠
MULLINS ADDITION VOLUME 84161. PAGE 3817 D.R.D.C.T. OWNER: SILLY J, MULLINS. JR, VOL. 90206/PG, 0102 D,R.D.C.T. FNO. 􀀱􀁾􀀠tR. N 86"44'37" E -1.41' --KELLER SPRINGS LOT 2 LOT 1 OWNER:OWNER:
MIDPARK NORTH JVM & F DEV. CO. INC. l MIDWAY PARK NORTH II VOL. 91136/PG. 1164·VOL. 90081/PG. 3202 D.RD.C.T.D.RD.C.T, VOL. 83035/PG. 1180 I I Ii 􀁾􀀠liII I !I N I'!\ Ii,I \ wi u ZOOz
CD 􀁾􀁉􀀠􀁬􀁾􀀠0:'" 1􀁾􀁪􀀠'".<fl . .z ··Ot:11D Lt::a.CL.wa::'u(; . '" ' Z_NO3:«1' .i7l1 o 􀁲􀁯􀁾􀀠zu;o 􀁓􀁫􀁾􀁜􀀠0\0\ 0<>I « }!:! W 0:: U z 1.6'8 ro 0:: ::::J U DETAIL "A" DETAIL "8"
1" = 20' I" 20' I CERTIFY THAT THIS PLAT CORRECTLY DELINEATES THE BOUNDARIES AND CORNERS OF THIS TRACT AS DETERMINED BY A CAREFUL AND ACCURATE SURVEY ON THE GROUND. CERTIFIED 􀀴􀀮􀀯􀁾􀁌􀀮􀁦􀀲􀀮􀀺􀀬􀀮
􀀠􀁾􀀮􀀠􀀨􀀿􀁦􀀻􀀧􀀮􀁾􀁾􀁣􀀻􀀲􀁌􀀭􀁟􀀠DATE: ,""---'--'--__AYits-R SANDHU. ARS ENGINEERS. INC. REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2910 APPROVED __________________DATE: _____ GENERAL
CONSULTANT: APPROVED _,-,-__-,-'.􀁟􀀮􀁾􀀻,"".',,-.'-'_'.:..'􀀭􀀧􀀭􀀢􀀧􀀧􀀭􀀧􀀭􀀧􀀺􀁣􀀮􀀺􀀧􀁾􀀧_________DATE: NORTH TEXAS TOLLWAY AUTHORITY -DIRECTOR OF ENGINEERING NOTE: A FIELD NOTES
DESCRIPTION OF EVEN DATE HEREWITH ACCOMPANIES THIS PLAT. OWNER:TEXAS TURNPIKE AUTHORITY PARCEL DNT NO. 13-068 NORTH TEXAS TOLLWAY AUTHORITY FND. 􀀱􀀯􀀲􀁾􀀠I.R. N 􀀶􀀹􀀧􀀵􀀰􀀧􀀱􀁊􀁾􀀠E
-0,40' FNO, 1/2" I.R, S 74'0,;'36-W -0.90' SEE DETAIL "A" SEE DETAil "S" PARCEL 13-068 1.486 ACRES OR 64,741 SQ. FT. SW BEll MON. ,; . ,' OWNER: TEXAS lURNPIKE AUTHORITY VOL. 96197 JPG.
04724 D.R.D.C.T. -,w '" 0 N l" g Ul 􀁾\ \\ \1 i \ D,R.D,C.T. ADDISON TOLL TUNNEL BOUNDARY SURVEY ARS ENGINEERS. INC. DA TE: 1/27/00CONSULnNG ENGINEERS_______________________________________􀁌􀀭􀁟􀁾􀁾
__􀁾__.l..______L SCALE, 1"=60' ______........ .. 
3015 Raleigh Street P,O. Box 190369 • Dallas. 1)( 75219 214-522·6200 , Fax 214-528-4826 􀀯􀁵􀀭􀁣􀀮􀀢􀀮􀀦􀁖􀁊􀀮􀀮􀀮􀀭􀀻􀀲􀁦􀁾􀀠􀀧􀁾􀀮􀀮􀀮􀀢􀀬􀀭􀀭􀀮􀀧􀀠NORTH TEXAS TOLLWAY AUTHORITY February
15,2000 Mr. Mike Murphy, P.E. Interim Director ofPublic Works Town ofAddison 1680,1 Westgrove Drive Addison, TX 75001 RE: Interlocal Agreement between NITA and Town ofAddison Transferred
properties' DearMr_ Murphy, The proposed interIoca1 agreement (ILA) with the Town of Addison includes provisions for transfers of property rights between our agencies. Enclosed please
find two legal descriptions and plats for the properties identified as Exhibits 3 and 4 in the lLA. Exhibit 3 is the "Adjacent Land" located next to the west portal ofthe Tunnel and
corresponds to the enclosed Parcel 13-06B. For you reference, a copy of the portion to be retained by NITA, Parcel 13-06A is also enclosed. Exhibit 4 is the description of an easement
to be granted by Addison to NITA for the placement ofemergency generators and ancillary equipment. This corresponds to Parcel 13-04EI enclosed. Please review these documents to see ifthey
are satisfactory to the Town of Addison. I am free to meet with you this afternoon to discuss any questions you may have. I can be reached at 972267-0465. Very truly yours, 􀁾􀁾􀀠Mark
A. Bouma, P.E. Director ofEngineering cc: Jerry Hiebert Katharine Nees Marcelle Jones LLS-Frank Stevenson Jere W. Thompson, Jr., ChairI'nan • Donna R. Parker. VICe Chairman' David D.
Btair. Jr. 􀁾􀀠Donald D. Dillard; Kay Walls .. Don BfaCk.wood .. Leanray S. Wroten Jerry Hiebert. Executive Director" Katharine D. Nees, Deputy Exef:tJt/ve Director 􀁾􀀠Ruby Franklin.
Secretary. 􀁾􀀠Susan A. Buse, Treasurer 
FIELD NOTE DESCRIPTION EASEMENT FROM THE CITY OF ADDISON, DALLAS COUNTY, TEXAS TO THE NORTH TEXAS TOLLWAY AUTHORITY PARCEL 13-04El BEING a description ofa 0.080 acre (3,503 square foot)
tract ofland located in the William Lomax Survey, Abstract No. 792, City ofAddison, Dallas County, Texas, and being out of the remainder of a called 365.34 acre tract of land conveyed
to the City ofAddison as evidenced by deed recorded in Volume 7701 0, Page 1391, ofthe Deed Records of Dallas County, Texas and being more particularlydescribed by metes and bounds as
follows (Basisofbearmgs is Texas State Plane NAD83 as determined from monumentation found on Addison Airport runway centerline): BEGINNING at the most Southerly Southwest comer of said
called 365.34 acre tract;· THENCE, North 56°37'15" West, along the Southwest line ofsaid called 365.34 acre tract, a distance of90.20 feet to a 5/8 inch iron rod set in the east Right
ofWay line ofDooley Road; THENCE, North 00"32'09" West, along the common East Right ofWay line ofsaid Dooley Road and West line ofsaid called 365.34 acre tract a distance of44.37 feet
to a 5/8 inch iron rod set for comer; THENCE, North 89°27'51" East, departing said common line, a distance of 38.92 feet to a 5/8 inch iron rod set for comer; THENCE, South 21°18'58"
East, a distance of 101.29 feellO the POINT OF BEGINNING, and containing 3,503 square feet, or 0.080 acre of land in the metes and bounds recited. This is to certifYthat the above descriplionwas
prepared from an on the ground survey conducted under my supervision. DATE:P( Ayub R. Sandhu, R.P.L.S. Texas Surveyor Registration No. 2910 Approval: /VTT,&} A .? Texas Turnpike 􀁁􀁵􀁴􀁨􀁯􀁲􀁩􀁴􀁾􀁾�
�􀀧􀁩P1'l--
__ __ __ __ OWNER: TEXAS lURNPIKE AUTHORITY VOL. 96197 JPG. 04724 D.R.D.C.T. KELLER SPRINGS _. __ . . II I 􀁾􀁉􀀠􀁾􀁉􀀠>-. 􀁾􀁉o °1 W· 􀁾􀁉􀀠􀁾􀁉􀀠W fW 0:: U Z o u APPROVALS: APPROVED
l;?Z.A.J{ C1 􀀵􀂷􀁮􀀮􀁾􀀮􀀬􀁾􀁾􀀠7--IY-ot:'DATE North Texas Tollway Authority -Director of Engineering APPROVED -,,-_-:-:,---,,--:____________ DATE _____ General Consultant: I certify
that this plat correctly delineates the boundaries and comers of this tract as dete ined by a careful and accurate survey on the ground. CERTIFIED 􀁾-DATE;Z -1'1'-OC A b R. Sandhu, A.R.S.
Engineers. Inc. Registered Professional Land Surveyor No. 2910 ... \ \ ' : } t '-, " , ;" ·'.-:.f j '1: ,,, . "f \:: . ." N -::,I OWNER: CITY OF ADDISON VOL. 77010/PG. 1391 D.R.D.C.T.
SURVEY LINE -_. . ._. ---'----_._-' 􀀮􀁾􀀠I OWNER: CITY OF ADDISION PARCEL DNT NO. 13-04E1 OWNER: MIDPARK NORTH JV NORTH TEXAS TOLLWAY AUTHORITY VOl. 91136/PG. 1164 D.R.D.C. T. ADDISON
TOlL ruNNEL NORTH II UTILITY EASEMENT PLAT 1180 ARS ENGINEERS. INC. DATE: 1-28-00 SCALE: 1"=40'CONSULTING ENGINEERS , . , LOT 1 NOlES: '0' DENOTES "5/8 INCH IROO ROO SET" UNLESS MIDWAY
PARK OTHER"'SE INDlCAlED. VOL. 83035/PG.BAStS OF BEARINGS IS TEXAS STAlE I'LAN£ NAD8J AS OElERMINEO FROI.l UOOUUENTATIOO fOUNO ON D.R.D.C.T. AODISON AIRPORT RUNWAY C£NlERUNE. 
\ FIELD NOTE DESCRIPTION EASEMENT FROM THE CITY OF ADDISON, DALLAS COUNTY, TEXAS TO THE NORTH TEXAS TOLLWAY AUTHORITY PARCEL 13-04El BEING a description ofa 0.080 acre (3,503 square
foot) tract ofland located in the William Lomax Survey, Abstract No. 792, City of Addison, Dallas County, Texas, and being out of the remainder ofa called 365.34 acre tract of land conveyed
to the City ofAddison as evidenced by deed recorded in Volume 770 I 0, Page 1391, ofthe Deed Records of Dallas County, Texas and being more particularlydescribed by metes and bounds
as follows (Basis ofbearings is Texas State Plane NAD83 as determined from monumentation found on Addison Airport runway centerline): BEGINNING at the most Southerly Southwest corner
of said called 365.34 acre tract; THENCE, North 56°37' 15" West, along the Southwest line ofsaid called 365.34 acre tract, a distance of90.20 feet to a 5/8 inch iron rod set in the east
Right ofWay line of Dooley Road; THENCE, North 00°32'09" West, along the common East Right ofWay line ofsaid Dooley Road and West line ofsaid called 365.34 acre tract a distance of 44.37
feet to a 5/8 inch iron rod set for comer; THENCE, North 89"27'51" East, departing said common line, a distance of 38.92 feet to a 5/8 inch iron rod set for comer; THENCE, South 21°18'58"
East, a distance of 10 1.29 feet to the POINT OF BEGINNING, and containing 3,503 square feet, or 0.080 acre ofland in the metes and bounds recited. This is to certify that the above
description was prepared"from an on the ground survey conducted under my supervision. DATE: ,;z Ayub R. Sandhu, R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Nrr,q £.'1 " Texas
Turnpike AuthorityZ/"i'.v.q P-r,,-
APPROVALS: OWNER: TEXAS TURNPIKE AUTHORITY VOL 96197/PG. 04724 D.R.D.C.T. { . , KELLER SPRINGS -_. __ w 􀁾􀁉!!t. 􀁾􀀠􀁾􀀠iill 0 􀁉􀁾􀀠􀀮􀁾􀀠OWNER: MIDPARK NORTH JV IgLOT 1 VOL 91136/pG.
1164 D.R,D.C.T. I I 􀁾􀁉􀀠1:1::1 )-, 􀁾􀁉o °1 UJ' 􀁾􀁉􀀠􀁾􀁉􀀠lLl rw '" o z o u . __ .----'---,--'--' APPROVED @-ZtLv<{ ?7 􀁾􀀿􀀾􀀧􀀭􀀧􀁾􀀠DATE North Texas Tollway Authority -Director
of Engineering APPROVED __________________ DATE _____ General ConSUltant: tract as deter. ined by a coreful and accurate survey on the ground. CERTIFiED 􀁾• DATE;Z -/;7"-era A b R. Sandhu,
A.R.S. Engineers, Inc. Registered Professional land Surveyor No. 2910 I certify thot this plot correctly delineates the boundaries and Comers of this 􀁾􀀠N I 1 '_'_.' 􀀮􀀻􀁾􀀠OWNER:
CITY OF ADDISON VOL nOl0/pG. 1391 . D.R.D.C.T. SURVEY UNE _. __ . __ ._OWNER: CITY OF ADDISION PARCEL DNT NO. 13-04E1 NORTH TEXAS TOLLWAY AUTHORITY ADDISON TOll lUNNEl UTILITY EASEMENT
PLAT DATE: 1-28-00 SCALE: 1"=40' 
\ FIELD NOTE DESCRIPTION RIGHT-OF-WAY DEED KELLER SPRINGS ROAD PART OF NORTH TEXAS TOLLWAY AUTHORITY PROPERTY ADDISON, DALLAS COUNTY, TEXAS PARCEL 13-06A BEING a portion ofthat called.
1.736 acre tract or parcel of land being in the George Syms Survey, Abstract 1344, Dallas County, Texas, as conveyed to Texas Turnpike Authority, an agency of the State of Texas, whose
statutory successor-in-interestunder Acts 1997, 75th Texas Legislature, ch. 1171, is the North Texas Tollway Authority, a regional tollway authority, by the deed recorded in Volume 96197,
Page 04724, ofthe Deed Records ofDallas County, Texas, and being more particularly described as follows (Basis ofbearings is Texas State Plane NAD83 as determined from monumentation
found on Addison Airport runway centerline): BEGINNING at the intersection point ofthe northerly line ofKeller Springs Road (a variable width right-of-way, atthis point) with the westerly
line ofDooley Road (a variable width right-of-way,at this point), said point being the southeast comer ofsaid Texas Turnpike Authority parcel; THENCE, South 89°14'00" West, along said
northerly line ofKeller Springs Road and the southerly line ofsaid Texas Turnpike Authorityparcel, a distance of279.52 feetto the southwest comer ofsaid Texas Turnpike Authority parcel
and the southeast comer of Lot B, Block B as shown on a plat entitled "Bellwood North, JWL Addition," as recorded in Volume 82073, Page 2483, in said Deed Records and conveyed to CB
Institutional Fund vn, by the deed recorded in Volume 84061, Page 3143, of said Deed Records; THENCE, North 00°32'09" West, leaving said northerly line ofKeller Springs Road and the
southerly line ofsaid Texas Turnpike Authority parcel, along the common line between said Texas Turnpike Authority parcel and said Lot B, a distance of39.01 feet to a set 5/8 inch iron
rod for comer; THENCE, North 89"16'08" East, leaving said common line, a distance of279.52 feet to a set 518 inch iron rod for comer on the common line between Dooley Road and said Texas
Turnpike Authority parcel; THENCE, South 00°32'09" East, along said common line, a distance of38.84 feet to the POINT· OF BEGINNING, and containing 10,880 square feet, or 0.250 acre
ofland in the metes and bounds recited. This is to certifYthat the above description was prepared from an on the ground survey conducted under my supervision. DATE:6<: 11"00 A b R. Sandhu,
R.P.L.S. Texas Surveyor Registration No. 2910 Approval: . North Texas Tollway Authority ,:;Itt..,􀁾􀀧􀀭􀀧􀀱􀁉􀀱􀁨....._ 
..􀁾.-----------------",-'" 􀁾􀂭􀁾􀁾􀂭OWNER: CB INST. FUND VII VOL. 84250/pG. 4372 􀁾􀀭􀁜-"'.-'" \ \ D.R.D.C.T.. \ \ \ \ \ OWNER: CB INST. FUND VII VOL. 84061/PG. 3143 D.R.D.C.T. BELTWOOD
NORTH, JWL ADDITION VOL. 82073/PG. 2483 D.R.D.C. T. \ \ \ \ \ \ BELTWOOD NORTH-MIDWAY VOLUME 80003, PAGE 0738 D.R.D.C.T. LOT A NOT(S: DAVlO M'tERS SURVEY ABSTRACT NO. 923 '0' DENOTES
'5/8 lHCH IRON ROO 5£. UNLESS 01HERII15£ INOICAlEll. BASIS OF BEARINGS IS TEXAS STATE PLANE NA083 AS DETERMINED fROM t.!ONUMENTATION FOUND ON AODlSON AIRPORT RUNWAV CENT£RUNE. \ \ \
\ \ BLOCK B \ \ \ \ LOT B I 1 I 1 I!l! 1:3 .>I!!;! 􀁉􀁾􀀠I-STORV BUILDING APPROVALS: /;7,'2 ' --b . . APPROVEO <//f=::b c:..--l21"._'" OATE 2_/I 􀁓􀀯􀁾􀀢􀀠North Texas Tollway Authority
-Director of Engineering APPROVED -:-_.,....-:_-:-:--:-:-___________ DATE ____ General Consultant: I certify that this plot correctly delineates the boundaries and corners of this tract
as deter Ined by a careful nd accurate survey on the ground. CERllFlEO u>...Q." OATE;?-rf-ce A R. Sandhu, A.R.S. Engineers, Inc. Registered Professional Land Surveyor No. 2910 NOTE:
A FIELD NOTES OESCRIPllON Of EVEN DATE HEREWllH ACCOMPANIES lHlS PLAT. MULLINS ADDITION VOLUME 84161, PAGE 3817 􀀭􀀸􀀱􀀭􀁾,􀁾􀁲􀁣􀀺􀁾􀀬􀁒􀀺􀁜T 16115 DOOLEY RD. ADDISON. TX 75u.&n.2029
Flro • • " 1.It OWNER: TEXAS TURNPIKE AUTHORITY L. 96197/PG. 04724 D.R.D.C.T. PARCEL 13-06A 0.250 ACRES. t N I .f i \1 • " ., .. OWNER: OR 10,880 SQ. FT. OWNER: MIDPARK NORlH JV VOL.
91136/PG. 1164 D.R.D.C.T. M & F DEV. CO. INC. VOL. 90081/PG. 3202 D.R.O.C.T. MIDWA Y PARK NORTH II VOL. 83035/PG. 1180 D.R.D.C. T. /"//LOT 1 OWNER: TEXAS TURNPIKE AUTHORITY PARCEL DNT
NO. 13-06A NORTH TEXAS TOLLWAY AUTHORITY ADDISON TOLL llJNNEl RIGHT-OF-WAY AND UTILITY EASEMENT PLAT ARS ENGINEERS, INC. CONSUlllNG ENGINEERS 11-27-00 SCALE:DATE: 100' 
FIELD NOTE DESCRIPTION RIGHT-OF-WAY DEED KELLER SPRINGS ROAD PART OF NORTH TEXAS TOLLWAY AUfHORITY PROPERTY ADDISON, DALLAS COUNTY, TEXAS PARCEL 13-06A BEING a portion ofthat called
1.136 acre tract or parcel ofland being in the George Syms Survey, Abstract 1344. Dallas County. Texas, as conveyed to Texas Turnpike Authority, an agency ofthe State of Texas, whose
statutory successor-in-interestunder Acts 1997, 751h Texas Legislature, ch. 1111, is the North Texas ToUway Authority, a regional tollway authority, by the deed recorded in Volume 96191,
Page 04724, ofthe Deed Records ofDallas County, Texas, and being more particularly described as follows (Basis ofbearings is Texas State Plane NAD83 as determined from monumentation
found on Addison Airport runway centerline): BEGINNING atthe intersectionpointofthe northerly line ofKeller Springs Road (a variable width right-of-way, at this point) with the westerly
line ofDooley Road (a variable widthright-of-way,at this point). said point being the southeast comer ofsaid Texas Turnpike Authority parcel; THENCE. South 89°14'00" West, along said
northerly line ofKeUer Springs Road and the southerly line ofsaid Texas Turnpike Authorityparcel, a distanceof279.52 feet to the southwestcomerofsaid Texas Turnpike Authorityparcel and
the southeast comer ofLot B, Block B as shown on a plat entitled "Beltwood North, JWL Addition,n as recorded in Volume 82013, Page 2483, in said DeedRecords and conveyed to CB InstitutionalFund
VII, by the deed recorded in Volume 84061, Page 3143, ofsaid Deed Records; THENCE, North 00°32'09" West,leaving said northerly line ofKeller Springs Road and the southerly line ofsaid
Texas Thrnpike Authority parcel, along the common line between said Texas Turnpike Authority parcel and said Lot B, a distance 009.01 feet to a set 5/8 inch iron rod for comer; THENCE,
North 89°16'08" East, leaving said common line, a distance of279.52 feet to a set 5/8 inch iron rod for comer on the common line between Dooley Road and said Texas Turnpike Authority
parcel; THENCE, South 00°32'09" East, along said common line, a distance of 38.84 feet to the POINT OF BEGINNING, and containing lD,880 square feet, or 0.250 acre of land in the metes
and bounds recited. This is to cer1ifythat the above description was prepared from an on the ground survey conducted under my supervision. b,.& £.. J?z-., 􀀬􀁰􀁾A b R. Sandhu, R.P.L.S.
Texas Surveyor Registration No. 2910 Approval: 􀀮􀁾􀀠 North Texas Tollway Authority 􀁾􀁌􀀮􀀮􀀮􀀧􀀺􀀰􀁴􀁾􀁾􀀠 
------------APPROVALS:I 􀀬􀀰􀁾􀂷􀁬􀀾􀀭􀀮􀀢􀁩􀀠C,b",.,r-. 2.//>/""I APPROVED DATE North Texas Tollway Authority -Dlreclor of Engineering APPROVED -::-_--:______________ DATE ____ General
Consultant: I certify that this plat correctly delineates the boundaries and corners of this tract as deter Ined by a careful nd accurate survey on the ground. //;;;;-:--------------y)
CERl1AED "-'t..16 􀁾􀀠DATE.;:2'-/1-oe A R. Sandhu, A.R.S. Engineers, Inc . ..,/􀁾􀀠Registered Professional Land Surveyor No. 2910 􀁾􀁾􀀠./NOTE: A FIELD NOTES DESCRIPTION OF EVEN DATE
􀁾􀀠, ./HEREWITH ACCOMPANIES THIS PLAT.\ MULLINS ADDITION\OWNER: VOLUME 84161, PAGE 3817CB INST. FUND VII \ VOL. 84250/PG., 4372 OWNER: D.R.D.C.T. CB INST. FUND VII \ VOL. 84061/PG.
3143 \ \ D.R.D.C.T.\\ \ BELTWOOD NORTH, JWL ADDITION VOL 82073/PG. 2483 (f)lO􀁷􀁾􀁜«0 D.R.D.C.T. IW Q..0 . « . \ IQ..I-\I-. LOT A\ BLOCK B LOT B0::: .0 \ olOciN . ZOO::: CO· \ 01'° \o
\ow \3::2 I-:::J \.....J.....JWoill> ---....--N 00'32'09 W 39.01' ----. --1T-􀀮􀀮􀀮􀀮􀀮􀂧􀁕􀁒􀁾􀁲􀀮􀀮􀁌􀁌􀁊􀁎􀁉􀁌􀁟􀀮􀀠__ . __ . __ . __ . __ . __ . __ . __ ._KELlER. SPRINGS' __ .':i1-PROJECT
-i CONTROL 1.JNE OWNER: OWNER: MIDPARK NORTH JV M &: F DEV. CO. INC. VOl. 91136/pG. 1164 VOL. 90081/PG. 3202 LOT 1 D.R.D.C.T. BELTWOOD NORTH-MIDWAY D.R.D.C.T. VOLUME '.-DENOTES "s/a
INCH IRON ROO SEr UNlESS 01liERv.lSE INDICAlED. ij)()ISON AIRPORT RUNWAY CENTERUNE; I-STORY BUILDING --BI-m-f:i:"R,:\T 16115 DOOLEY RD. ADDISON. 1)( 7524,8".2029 flIO. ,. Ut OWNER: TEXAS
TURNPIKE AUTHORITY L. 96197IPG. 04724 D.R.D.C.T. 916'08" E SET 5/6-loR. 279.52' 􀁾􀀠N I , "' ' S 8914'00' W 279.52'---'--''--'--'--'--'--'-􀁴􀁾􀀧􀁾􀀧􀀳􀀭􀀰􀀶􀁁􀀠S 00'32'09" E '-38.84'--'--'
ll!1􀁾-'--'--'--'--':::;1 0 PARCEL 13-06A 0.250 ACRES. OR 10,880 SQ. FT. 80003, PAGE 0738 D.R.D.C.T. DAVID MYERS SURVEY, \ ABSTRACT NO. 923 \ \ \ \ \ \lAS1S OF BEARINGS IS TEXAS STATE
PlANE NADal '5 DETERLIINED FROI.1 MONUMtNTAnON rOUND ON MIDWAY PARK NORTH 1\ VOL 83035/PG. 1180 D.R.D.C.T. /' OWNER: TEXAS TURNPIKE AUTHORITY PARCEL DNT NO. 13-06A NORTH TEXAS TOLLWAY
AUTHORITY ADDISON TOLL TUNNEL RIGHT-OF-WAY AND UTILITY EASEMENT PLAT DATE:ARS ENGINEERS, INC. CONSULTING ENGINEERS 1-27-00 1"=100'SCALE: , t,' :, ' -----.. ?::. IX. <;>>?-\It.:<􀁾􀁉􀀠1>-CoO'I-O.
7>'1."'--.... iiiI I􀁾􀀠􂂬􀀮􀁯􀀧􀁬􀁬􀁾􀁾􀀢􀀧􀁃􀁾􀀠\'li 0 􀀢􀀧􀁾􀀠I g I 
FIELD NOTE DESCRIPTION NORTH TEXAS TOLLWAY AUTHORITY PROPERTY ADDISON, DALLAS COUNTY, TEXAS PARCEL 13-06B BEING a portion of that called 1.736 acre tract or parcel ofland being in the
George Syms Survey, Abstract 1344. Dallas County, Texas, as conveyed to Texas Turnpike Authority, an agency of the. State ofTexas. whose statutory successor-in-interestunder Acts 1997,
75th Texas Legislature,ch. 1171, is the North Texas Tollway Authority. a regional tollway authority, by the deed recorded in Volume 96197, Page 04724, ofthe Deed Records ofDallas County,
Texas, and being more particularly described as follows (Basis of bearings is Texas State Plane NAD83 as determined from monumentation found on Addison Airport runway centerline): COMMENCING
at the intersection point ofthe northerly line ofKeller Springs Road (a variable width right-of-way, at this point) with the westerly line of Dooley Road (a variable width right-of-way,
at this point), said point being the southeast comer of said Texas Turnpike Authority parcel; THENCE, North 00°32'09" West, along the westerly line of Dooley Road and easterly line of
said Texas Turnpike Authority parcel, a distance of 38.84 feet to a set 5/8 inch iron rod for the Southeast comer and POINT OF BEGINNING ofthe herein described tract; THENCE, South 89°14'00"
West, leaving said line, a distance of279.52 feet to a set 5/8 inch iron rod for comer in the easterly line of Lot B, Block B as shown on a plat entitled "Bellwood North, JWL Addition,"
as recorded in Volume 82073, Page 2483, in said Deed Recordsand conveyed to CB Institutional Fund VII, by the deed recorded in Volume 84061, Page 3143, ofsaid Deed Records; THENCE, North
00D32'09" West, along the common line between said Texas Turnpike Authority parcel and said Lot B, a distanceof23 1.53 feet to the northwest comerofsaid Texas Turnpike Authority parcel
and the southwestcornerof a tract of land as shown on a plat entitled "Mullins Addition," as recorded in Volume 84161, Page 38 J 7. in said Deed Records and conveyed to Billy J. Mullins,
Jr., by the deed recorded in Volume 90206, Page 0 102, ofsaid Deed Records, from which a found 1 inch iron rod bears North 88°44'37" East for 1.41 feet, and a found 112" iron rod bears
North 69D50'13" East for 0.40 feet; THENCE, North 89°14'00" East, leaving said common line, along the common line between said Texas Turnpike Authorityparcel and said Mullins tract,
adistance of279.52 feet to the northeast comer ofsaid Texas Turnpike Authority parcel. the southeast comer of said Mullins tract, and lyingm the common line between Dooley Road and said
Texas Turnpike Authority parcel, from which a found 3/8 inch iron rod bears South 74°03'36" West for 0.90 feet; THENCE, South 00032'09" East, leaving said line and along said common
line between Dooley Road and said Texas Turnpike Authority parcel, a distance of23 1.70 feet to the POINT OF BEGINNING, and containing 64.741 square feet, or 1.486 acres of land in the
metes and bounds recited. Note: A plat ofeven date herewith accompanies this description. This is to certify that the above description was prepared from an on the ground survey conducted
under my supervision. DATE: tP-1/77ec<l .1". Ayub R. Sandhu, R.P.L.S. Texas Surveyor Registration No. 29 JO Approval: North Texas Tollway Authority "-. 􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀁾..

---------MULLINS ADDITION VOLUME 84161, PAGE 3817 D.R.D.C.T. OWNER: BILLY J. MULLINS, JR. VOL. 90206jl>G. 0102 D.R.D.C.T. 1.6'mo, '" I.R. N 88'44'37" E 􀀱􀀮􀁾􀀢􀀠FNO, 1/2" loR. .FNO.
'It' loR.N 69'50'13-E 􀁾􀀠0.40' S 74'03"J6" W -0.90' DETAIL "8"N 89'14'00" E 279.52' DETAIL "A" ," = 20' I" = 20' SEE DETAIL "s"SEE DETAIL "A" a. ,0...1 00 􀁾􀀠,',􀁾􀀾􀀠.,f􀁾􀀧...1 IJ.J
rn PARCEL 13-068 1.486 ACRES OR 64.741 SQ. fT. ___Jr'\ wi <3 =r ZOO SW SELL 􀁾􀁏􀁎􀀮􀀠Z r." -<.0 I CERTIFY THAT THIS PLAT CORRECTLY DELINEATES THE BOUNDARIES AND CORNERS OF THIS. w .o.J
,.:'" TRACT AS DETERMINED BY A CAREFUL AND ACCURATE SURVEY ON THE GROUND.>-􀁾􀁪􀀠0:: • .OWNER: 0> "0 0 1􀁾􀀠[; O::(l.Q..<JLOT B 0:;:. u Wo:;'. CERllFIED 􀁾􀁾/... 􀁦􀁾􀀼􀀮􀀻􀀻􀁌􀁟􀀠 DATE:
O<'-/i-.<"i<'• TEXAS TURNPIKE AUlHORITY 0 i:;;:g'C!BLOCK B 8 A B R. SANDHU. ARS ENGINEERS. INC.􀁾􀁉􀀠o roO::VOL 96197/pG. 04724 I" 0 ZlOQ REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2910
o .§ N Cll';;;;r.D.R.D.C.T. 0 (j) --6"-.a\ at> APPROVED __________________DATE: _____Z I 􀁾􀁩'-STORY 1J \ '...\ GENERAL CONSULTANT:8UIlJ)ING " P.O.B. ", \ 􀁾􀁉􀀡􀀻􀀧􀀠SET 5/8" I.R. "'\.
I \ < \:)\ APPROVED ' " • DATE; _c-:_c_"'c-,._...c:' SET 5/6" I.R, 􀀭􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀁾􀀭􀀮􀀮􀀬􀀮􀀮􀀮􀁟􀀭􀀧􀀡􀀻􀀻􀀻􀀺􀀺􀁾􀀺􀀭􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁟􀀺􀀺􀀽􀀻􀀺􀁟􀀺􀀺􀀺􀁟􀀺􀁟􀀭􀁾􀁾􀀺􀁟􀀺􀀻􀁟􀀺􀀻􀀭􀀺􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀢􀁾􀀠\ . NORTH TEXAS TOLLWAY AUTHORITY -DIRECTOR OF ENGINEERING .. ......'. ,,_.i'''''''''A" 􀀢􀀧􀁇􀁾􀀠:',􀀸􀀹􀀢􀀱􀀴􀀧􀀰􀁾􀁾􀀧􀁾􀀢􀁎􀁇􀀠WALL 􀀻􀀷􀁾􀀬􀁾􀁲􀀠,',_ 􀀬􀀽􀀭􀀭􀀭􀁔􀀭􀀭􀁾􀁾,
NOTE: A FIELD NOTES DESCRIPTlON OF EVEN DATE.S 00'32'09" E HEREWITH ACCOMPANIES THIS PLAT. P.O.c. 38.84I 􀁃􀁏􀁴􀁋􀁲􀁾􀁴􀀮􀁔􀁴􀀠_ . _SU_R_VEY 􀁾􀀮􀀺􀀮􀀺􀀮􀁎􀁅􀀽􀀭􀀭􀁟􀀠KEu.ER SPRINGS
LOT 1LOT 2 OWNER:OWNER: OWNER:TEXI\S TURNPIKE AUTHORITY PARCEL DNT NO. 13-068MIDPARK NORTH JVM &: F DEV. CO. INC. VOL. 900Bl/PG. 3202 MIDWAY PARK NORTH II VOL. 91136/PG. 1164 D.R.D.C.T.
NORTH TEXAS TOLLWAY AUTHORITY D.R,D.C.T. VOL. 83035/pG. 1180 D.R.D.C.T. ADDISON TOLL TUNNEL BOUNDARY SURVEY ARS ENGINEERS, INC. DATE: 1/27/00 SCALE: 1"=60'CONSULllNG ENGINEERS . ........__
....... ______________________________________...1.-_---:..;---:..;--=...:............=....=---_....1-______ _ 
FIELD NOTE DESCRIPTION NORTH TEXAS TOLLWAY AUTHORITY PROPERTY ADDISON, DALLAS COUNTY, TEXAS PARCEL 13-06B BEING a portion ofthat called 1,736 acre tract or parcel ofland being in the
George Syms Survey, Abstract 1344. Dallas County, Texas. as conveyed to Texas Turnpike Authority. an agency of the State of Texas. whose statutory successor-in-interestunder Acts 1997,
75'11 Texas Legislature, ch. 1171. is the North Texas Tollway Authority. a regional tollway authority. by the deed recorded in Volume 96197, Page 04724. ofthe Deed Records ofDal las
County. Texas. and being more particularly described as follows (Basis of bearings is Texas State Plane NAD83 as detern1ined from monumentation found on Addison Airport runway centerline):
COMMENCING at the intersection point ofthe northerly line ofKeller Springs Road (a variable width right-of-way. at this point) with the westerly line of Dooley Road (a variable width
right-of-way, at this point), said point being the southeast corner of said Texas Turnpike Authority Authority parcel; THENCE, North 00°32'09" West, along the westerly line of Dooley
Road and easterly line ofsaid Texas Turnpike Authority parcel, a distance of 38.84 feet to a set 5/8 inch iron rod for the Southeast comer and POINT OF BEGINNING ofthe herein described
tract; THENCE, South 89°14'00" West, leaving said line, a distance of279.52 feet to a set 5/8 inch iron rod for comer in the easterly line ofLot B, Block B as shown on a plat entitled
"Beltwood North, JWL Addition." as recorded in Volume 82073, Page 2483, in said Deed Recordsandconveyed to CB Institutional Fund VII, by the deed recorded in Volume 84061, Page 3143, of said Deed Records; THENCE, North 00°32'09" West, along the common line between said Texas Turnpike
Authority parcel and said Lot B, a distance of23 1.53 feet to the northwest comer ofsaid Texas Turnpike Authority parcel and the southwest corner ofa tract of land as shown on a plat
entitled "Mullins Addition," as recorded in Volume 84161, Page 3817, in said Deed Records and conveyed conveyed to Billy J. Mullins, Jr., by the deed recorded in Volume 90206, Page 0
102, ofsaid Deed RecordS, from which a found I inch iron rod bears North 88°44'37" East for 1.41 feet, and a found 1I2" iron rod bears North 69°50'13" East forOAO feet; THENCE, North
89°14'00" East, leaving said common line, along the common line between said Texas Turnpike Authority parcel and said Mullins tract, a distance of279,52 feet to the northeast comer ofsaid
Texas Turnpike Authority parcel, the southeast comer ofsaid Mullins tract, and Iyingm the common line between Dooley Road and said Texas Turnpike Authority parcel, from which a found
3/8 inch iron rod bears South 74°03'36" West for 0.90 feet; THENCE, South 00°32'09" East, leaving said line and along said common line between Dooley Road and said Texas Turnpike Authority
parcel, a distance of231.70 feet to the POINT OF BEGINNING, and containing 64,741 square feet, or 1.486 acres ofland in the metes and bounds recited. Note: A plat ofeven date herewith
accompanies this description. This is to certify that the above description was prepared from an on the ground survey conducted under my supervision. ;.'" DATE: tfZ. 1171 ='" . i,-"
.Ayrib R. Sandhu, R.P.L.S, Texas Surveyor Registration No. 2910 Approval: North Texas Tollway Authority -"-___'-'-'--'-'=__"""-'-,'=-"'-_ 
m ' u--'§: LOT 8 'b.8LOCK B 0 '-STORY BUILDING '" r> g z SW BELL MON. OWNER: TEXAS lURNPIKE AUlHORITY VOL 96197JPG. 04724 D.R.D.C.T. , I wi51 t!w 􀁾􀀠􀁬􀁾u '" 􀁾􀀠0 fX:. \ 1 '" iiiIb
0 VI MULLINS ADDITION VOLUME 84161, PAGE 3817 D.R.D.C.T. OWNER: BillY J. MULLINS, JR. I'!VOl. 90206/PG. 0102 w 0::D.R.D.C.T. Uz o 5 1.6'FND. 1" I,R. oi= N 8S'44'31'" E -1,41' FNO. 1/2"
I,R. N 69'50"3" E -MO' rno, '/2" I,R. s 􀀱􀁾􀀢􀁏􀁓􀀳􀀶􀀢􀀠W -0.90' DETAIL "A" DETAIL "s"N 8914'00" E 279.52' 1" = 20' ," = 20' SEE DETAIL "B"SEE DETAIL "A" PARCEL 13-068 1.486 ACRES
OR 64.741 SQ. FT. I CERTIFY THAT THIS PLAT CORRECTLY DELINEATES THE BOUNDARIES AND CORNERS OF THIS TRACT AS DETERMINED BY A CAREFUL AND ACCURATE SURVEY ON THE GROUND, CERTIFIED 􀁾􀁾􀁌􀁑􀀮􀀺􀀾􀀠/...
􀁾􀁾􀀮􀀮􀀮􀀮􀁊􀀻􀁬􀀮􀀮􀀼􀀧􀀻􀀺􀁌􀀮􀀮􀀮􀀠DATE: 􀁯􀁺􀀮􀀭􀀯􀁴􀀭􀂷􀁾 A B R. SANDHU, ARS ENGINEERS, INC. REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2910 APPROVED __________________DATE: _____
GENERAL CONSULTANT: , . APPROVED ,/", ",;,/:." " 􀀬􀁾􀀢􀀠" DATE:'" .;y '.c" NORTH TEXAS TOllWAY AUTHORITY -DIRECTOR OF ENGINEERING NOTE: A FIELD NOTES DESCRIPTION OF EVEN DATE HEREWITH
ACCOMPANIES THIS PlAT. -KEu.E:R SPRINGS LOT 1LOT 2 OWNER:OWNER: MIDPARK NORTH JVM & F DEV. CO. INC. VOL 90081/pG. 3202 MIDWAY PARK NORTH II VOL. 91136/PG. 1164 D,R,D,C.T.D.R.D,C,T, VOL.
83035/pG. 1180 D,R.D.C,T. 􀁏􀁗􀁎􀁅􀁒􀀺􀁔􀁅􀁘􀁾􀁓􀀠TURNPIKE AUTHORITY PARCEL DNT NO, 13-068 NORTH TEXAS TOLLWAY AUTHORITY ADDISON TOll TUNNEL BOUNDARY SURVEY ARS ENGINEERS. INC. SCALE:
1"=60'DA TE: 1/27/00CONSULTiNG ENGINEERS . "" .. 
FIELD NOTE DESCRIPTION NORTH TEXAS TOLLWAY AUfHORlTY PROPERTY ADDISON, DALLAS COUNTY, TEXAS PARCEL 13-06B BEING a portion ofthat called L 736 acre tract or parcel ofland being in the
George Syms Survey, Abstract 1344, Dallas County, Texas, as conveyed to Texas Turnpike Authority, an agency of the State ofTexas, whose statutory successor-in-interestunder Acts 1997,
75th Texas Legislature,ch. 1171, is the North Texas Tollway Authority, a regional tollway authority, by the deed recorded in Volume 96197, Page 04724, ofthe Deed Records ofDallas County,
Texas, and being more particularly described as follows (Basis of bearings is Texas State Plane NAD83 as detennined from monumentation found on Addison Airport runway centerline): COMMENCING
at the intersection point ofthe northerly line ofKeller Springs Road (a variable width right-of-way, at this point) with the westerly line of Dooley Road (a variable width right-of-way,at
this point), said point being the southeast comer ofsaid Texas Turnpike Authority parcel; parcel; THENCE, North 00°32'09" West, along the westerly line of Dooley Road and easterly line
ofsaid Texas Turnpike Authority parcel, a distance of 38.84 feet to a set 5/8 inch iron rod for the Southeast comer and POINT OF BEGINNING ofthe herein described tract; THENCE, South
89°14'00" West, leaving said line, a distanceof279.52 feet to a set 5/8 inch iron rod for comerin the easterly line of Lot B, Block B as shown on a plat entitled "Beltwood North, JWL
Addition," as recorded in Volume 82073, Page 2483, in said Deed Recordsand conveyed to CB Institutional Fund VII, by the deed recorded in Volume 84061, Page 3143, ofsaid Deed Records;
THENCE, North 00°32'09" West, along the common line between said Texas Turnpike Authority parcel and said Lot B, a distanceof231.53 feet to the northwest corner ofsaid Texas Turnpike
Authority parcel and the southwestcornerofa tract ofland as shown on a plat entitled "Mullins Addition," as recorded in Volume 84161, Page 3817, in said Deed Records and conveyed to
Billy J. Mullins, Jr., by the deed recorded in Volume 90206, Page 0 102, ofsaid Deed Reoords , from which a found I inch iron rod bears North 88°44'37" East for 1.41 feet, and a found
112" iron rod bears North 69°50'13" East for 0.40 fcet; THENCE, North 89°14'00" East, leaving said common line, along the common line between said Texas Turnpike Authority parcel and
said Mullins tract, a distanceof279.52 feet to the northeast comer ofsaid Texas Turnpike Authority parcel, the southeast comer of said Mullins tract, and lyingm the common line between
Dooley Road and said Texas Turnpike Authority parcel, from which a found 3/8 inch iron rod bears South 74°03'36" West for 0.90 feet; THENCE, South 00°32'09" East, leaving said line and
along said common line between Dooley Road and said Texas Turnpike Authority parcel, a distance of 23 I .70 feet to the POINT OF BEGINNING, and containing 64,741 square feet, or 1.486
acres of land in the metes and bounds recited. Note: A plat ofeven date herewith accompanies this description. This is to certify that the above description was prepared from an on the
ground survey conducted under my supervision. 􀁾􀀮􀂣􀀮􀀠§.wCo_ Ayub R. Sandhu, R.P.L.S. Texas Surveyor Registration No. 29 IO Approval: ch North Texas Tollway Authority tj/1--.<."1 􀁾􀀠

FIELD NOTE DESCRIPTION RIGHT-OF-WAY DEED KELLER SPRINGS ROAD PART OF NORTH TEXAS TOLLWAY AUTHORITY PROPERTY ADDISON, DALLAS COUNTY, TEXAS PARCEL 13-06A BEING a portion of that called
1.736 acre tractor parcel ofland being in the George Syms Survey, Abstract 1344, Dallas County, Texas, as conveyed to Texas Turnpike Authority, an agency of the State of Texas, whose
statutory successor-in-interestunder Acts 1997, 75th Texas Legislature, ch. 1171, is the North Texas Tollway Authority, a regional tollway authority, by the deed recorded in Volume 96197,
Page 04724, ofthe Deed Records ofDalJas County, Texas, and being more particularly described as follows (Basis of bearings is Texas State Plane NAD83 as detennined from monumentation
found on Addison Airport runway centerline): BEGINNING at the intersection point ofthe northerly line ofKeller Springs Road (a variable width right-of-way, at this point) with the westerly
line ofDooley Road (a variable width right-of-way,at this point), said point being the southeast southeast corner of said Texas Turnpike Authority parcel; THENCE, South 89"14'00" West,
along said northerly line ofKeller Springs Road and the southerly line ofsaid Texas Turnpike Authorityparcel, a distanceof279.52 feet to the southwest corner ofsaid Texas Turnpike Authority
parcel and the southeast corner ofLot B, Block B as shown on a plat entitled "BeltwoodNorth, JWL Addition," as recorded in Volume 82073, Page 2483, in said DeedRecords and conveyed to
CB institutional Fund VII, by the deed recorded in Volume 84061, Page 3143, ofsaid Deed Records; THENCE, North 00"32'09" West,leaving said northerly line ofKeller Springs Road and the
southerly line ofsaid Texas Turnpike Authority parcel, along the common line between said Texas Turnpike Authority parcel and said Lot B, a distance of 39.0I feet to a set 5/8 inch iron
rod for corner; THENCE, North 89°16'08" East, leaving said common line, a distance of 279.52 feet to a set 5/8 inch iron rod for corner on the common line between Dooley Road and said
Texas Turnpike Authority parcel; THENCE, South 00"32'09" East, along said common line, a distance of38.84 feet to the POINT OF BEGINNING, and containing 10,880 square feet, or 0.250
acre ofland in the metes and bounds recited. This is to certi:fYthat the above description was prepared from an on the ground survey conducted under my supervision. A b R. Sandhu, R.P.L.S.
Texas Surveyor Registration No. 2910 Approval: 􀀬􀁾􀀠 North Texas Tollway Authority 􀁩􀁪􀁬􀁾􀁃􀀱􀀯􀁾􀀭􀀮􀀮􀀮􀀠2-/a/":> 
FIELD NOTE DESCRIPTION EASEMENT FROM THE CITY OF ADDISON, DALLAS COUNTY, TEXAS TO THE NORTH TEXAS TOLLWAY AUTHORITY PARCEL 13-04El BEING a descriptionofa 0.080 acre (3,503 square foot)
tract ofland located in the William Lomax Survey, Abstract No. 792, City ofAddison, Dallas County, Texas, and being out ofthe remainder ofa called 365.34 acre tract ofland conveyed to
the City of Addison as evidenced by deed recorded in Volume 770 10, Page 1391, ofthe Deed Records of Dallas County, Texas and being more particularly described by metes and bounds as
follows (Basis ofbearings is Texas State Plane NAD83 as determined from monumentation found on Addison Airport runway centerline): BEGINNING at the most Southerly Southwest corner ofsaid
called 365.34 acre tract; THENCE, North 56°37' 15" West, along the Southwest line ofsaid called 365.34 acre tract, a distanceof90.20 feet to a 518 inch iron rod set in the east Right
of Way line ofDooley Road; THENCE, North 00°32'09" West, along the common East Right ofWay line ofsaid Dooley Road and West line ofsaid called 365.34 acre tract a distance of 44.37 feet
to a 5/8 inch iron rod set for corner; THENCE, North 89°27'51" East, departing said common line, a distance of 38.92 feet to a 5/8 inch iron rod set for comer; THENCE, South 21°18'58"
East, a distance of 101.29 feet to the POINT OF BEGINNING, and containing 3,503 square feet, or 0.080 acre of land in the metes and bounds recited. This is to certifYthat the above description
was prepared from an on the ground survey conducted under my supervision. DATE: ;Z A R. Sandhu, R.P.L.S. Texas Surveyor Registration No. 2910 Approval: /V'TT,<J Texas Turnpike Authority
I 
fNO. \" !.R, MULLINS ADDITION VOLUME 84161, PAGE 3817 D.R.D.C.T OWNER: BILL Y J. MULLINS, JR. VOL 90206/PG. 0102 D,R.D.C.T. N 88'44'37-E -1.41' FNO, 1/2" I.R. FNO, 1/2" I,R, S 74'OJ"36"
W -O.9()·N 69'51)'\3" E -OAO' C()NCHE1E N 8914'00· E 279,52' ] PARCEL 13-068 1.486 ACRES OR 64.741 SQ. FT. sw BELL MON, OWNER: TEXAS TURNPIKE AUlHORITY VOL 96197/PG. 04724 D.R.D.C.T.
P.O,a, SET S/S' I,R. "􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁲􀀢􀀭􀀮􀀮􀀱􀀺􀀽􀀽􀀭􀀺􀀺􀀺􀁟􀀻􀀺􀀺􀀺􀀺􀀺􀀺􀀭􀀺􀀻􀀻􀁗􀀻􀁟􀀻􀀻􀀺􀁾􀀭􀁟􀀻􀀻􀀺􀀻􀀺􀀻􀀧􀁟􀀻􀀻􀀺􀀻􀀮􀀬􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀁾􀀠S 8914'00· W 279.52' OVERHFAD
SIGN 􀁒􀁅􀁬􀁁􀁾􀁎􀁉􀁎􀁇􀀠WALL WI fENCE CDNCREi£ ,S 00'32'09" E P.O,C, I 38.84 _SU_R_VEY 􀁾􀀻􀀮􀀻􀀮􀁎􀁅􀀽􀀭􀀭􀁟􀀠DETAIL "A" ," = 20' I CERTIFY THAT THIS PLAT CORRE(:TL Y DELINEATES THE
BOUNDARIES AND CORNERS OF THIS TRACT AS DETERMINED BY A CAREFUL AND ACCURATE SURVEY ON CERTIFIED 􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀁊􀀲􀀮􀀺􀀬􀀠/... 􀁾.. ,d:la A R SANDHU. ARS ENGINEERS. INC, REGISTERED
PROFESSIO!>;AL LAND SURVEYOR NO. 2910 APPROVED -:-=-:-=_________________ GENERAL CONSULTANT: -2􀁻􀁾􀀪􀁚􀀠,. /JAPPROVED /,/I ·<-.....􀁾􀁣􀀺􀀮􀀱􀀱􀀺􀀷􀀭􀀯􀀱􀀮􀀠•.{.> NORTH TEXAS TOLLWAY
AUTHORITY -DIRECTOR OF ENGINEERING NOTE: A FIELD NOTES DESCRIPTION Of EVEN DATE HEREWITH ACCOMPANIES "HIS PLAT. o. 0--' 00 :;::> 􀁾􀀠w CD to .ui5 > LOT 8 • BLOCK B 􀁾􀀠􀁾􀀠o z \-STORY
BUlLDJNG SET SIB" I.R. r: OWNER: M & F DEV, CO, VOL. 90081/PG, D.R.D,C,T, ..--.....􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀠
KELLER SPRINGS LOT 2 LOT 1 OWNER: MIDPARK NORTH JVINC. 3202 MIDWAY PARK NORTH II VOL. 91136/PG, 1'64D.R.D,C,T, VOL. 83035/PG, 1180 D,R.D,C.T. DETAIL "8" ," = 20' OWNER:rEXAS TURNPIKE
AUTHORITY PARCEL DNT NO. 13-068 NORTH TEXAS TOLLWAY AUTHORITY ADDISON TOLL TUNNEL BOUNDARY SURVEY ARS ENGINEERS, INC. SCALE: 1 "=60'DATE: 1/27/00CONSULTING ENGINEERS THE GROUND. DATE:
􀁏􀀿􀀭􀁬􀁩􀀭􀀭􀁾􀀠DATE: _____ DATE: :2--1S-oo i 
\ \ \ \ -OWNER: CB INST. FUND VII VOL. 84250/pG. 4372 D.R.D.C.T. \ OWNER: CB INST. FUND VII VOL. 84061/pG. 3143 D.R.D.C.T. BELTWOOD NORTH, JWL ADDITION VOL 82073/PG. 2483 D.R.D.C.T.
\ \ LOT A BLOCK B \ \ \ 2 URVF:.Y.. LlNl;_ -'__ . _ -. __ ._--_.-_. __ ._BELTWOOD NORTH-MIDWAY VOLUME 80003, PAGE 0738 D.R.D.C.T. NOlES: DAVID MYERS SURVEY ABSTRACT NO. 923 '0' DENOlES
"5/8 INCH IRON ROO SET" UNLESS OTHERIIlSE INDICAlID. \ \ LOT 2 \ \ \ \ APPROVALS; APPROVED 􀀭􀀭􀀽􀁾􀀺􀀮􀁌􀀮􀀺􀀢􀀢􀀺􀀺􀀺􀀻􀀽􀀺􀀱􀀮􀀮􀀮􀀮􀁉􀀮􀁃􀀿􀁴􀀼􀀺􀀺􀁌􀀢􀀬􀁨􀀽􀀮􀁉􀀼􀁾􀁏􀀺􀁚􀀺􀀺􀀺􀀺􀀺􀀢􀀢________
DATE Zit 􀀬􀀭􀁦􀁾􀁯􀀠North Te)(os Tollway Authority -Director of Engineering APPROVED -::-_________________ DATE _____ General Consultant: I certify that this plat correctly delineates
the boundaries and corners of this tract os dete ined by a coreful nd accurate survey on the ground. CERTIFIED DATE;2'-/'l'-􀁾􀀠A R. Sandhu, A.R.S. Engineers, Inc. Registered Prafessianal
Land Surveyor No. 2910 NOTE; A FIELD NOTES DESCRIPTION OF EVEN DATE HEREWllH ACCOMPANIES lHlS Pt.AT. MULLINS ADDITION VOLUME 84161, PAGE 3817 __ =-:\D.R.D.c. T. OWNER: BILLY J. MULLINS.
JR. 16115 DOOLEY RD. ADDISON. TX 􀀷􀀵􀁾􀀰􀀲􀀹􀀠OWNER: TEXAS TURNPIKE AUTHORITY L. 96197/PG. 04724 D.R.D.C.T. f N I OWNER: PARCEL 13-06A 0.250 ACRES OR 10,880 SQ. FT. OWNER: MIDPARK NORlH
JV VOL. 91136/PG. 1164 D.R.D.C.T. M II< F DEV. CO. INC. VOL. 90081/PG. 3202 D.R.D.C.T. LOT 1 • MIDWAY PARK NORTH II VOL 83035/PG. 1180 D.R.D.C.T. OWNER: TEXAS TURNPIKE AUTHORITY PARCEL
DNT NO. 13-06A NORTH TEXAS TOLLWAY AUTHORITY /' ADDISON TOLL 1UNNEl RIGH OF-WAY AND UTILITY EASEMENT PLAT BASIS OF BEARINGS IS TEXAS STATE PLANE NADal AS DETERMINED FROM MONUMENTA1ION
FOUND ON ADDISON AIRPORT RUNWAY CfNlERUNE. \ \ /' ARS ENGINEERS, INC. CONSULTING ENGINEERS DATE: 1-27-00 SCALE: 1"=100' 
􀁾􀀠􀁾􀀠)-. 􀁾􀁉o °1 􀁾􀀠l5 z 1 8 W· 􀁾􀁉􀀠􀁾􀁉􀀠 APPROVALS: DAlE 2. -15--Po North Texas Tollway Authority -Olrector of Engineering APPROVED 􀁾􀁧􀁾􀀠APPROVEO __________________ DAlE
_____ General ConSUltant: I certify that this plat correctly delineates the boundaries and comers of this tract as determined by a careful and accurate survey on the ground. . CERTIFIED
􀁾􀁾At:-􀁧􀁾􀀭OAlE;Z 􀀭􀀯􀁴􀀭􀁾Ab R:S(;ndhu, A.R.S. Engineers, Inc. . Registered Professional Land Surveyor No. 2910 OWNER: TEXAS TURNPIKE AUTHORITY f VOL 96197/PG. 04724 I ND.R.D.C.T.
_J OWNER: CITY OF ADDISON VOL 77010/PG. 1391 D.R.D.C.T. --...-----... " \ 􀀮􀀹􀁾􀀬􀁾'\--,-KELLER SPRINGS P.O.B. PAR 13-04E1 SURVEY UNE LOT 1 NOlES: '0' DENOTES "S/8 INCH IRON ROD SEr
UNl£SS OTHER.,SE INDICATED. BASIS OF BEARINGS IS TEXAS STATE PLANE NAD83 AS 􀁄􀁅􀁔􀂣􀁒􀁾􀁉􀁎􀁅􀁄􀀠FROM MONUMENTAllON FOUND ON ADDISON AIRPORT RUNWAY CENlERUNE. ----t "'" OWNER: MIDPARK
NORTH JV VOL. 91136/PG. 1164 D.R.D.C.T. 􀁾􀀧􀁻􀀠MIDWAY PARK NORTH II 􀀪􀁾􀀠􀀼􀀻􀁪􀀳􀁾􀁜􀀶􀀰􀀹􀀠83035/PG. 1180 ",. 􀁾􀁾􀀢􀁣􀀧􀀢􀀠\,\0.VOL. ,,'OS D.R.D.C.T. 􀁉􀁾􀀠I 􀀮􀁾􀀠Ig I I --, OWNER:
CITY OF ADDISION IPARCEL DNT NO. 13-04E1 NORTH TEXAS TOLLWAY AUTHORITY ADDISON TOLL TUNNEL UTILITY EASEMENT PLAT ARS ENGINEERS, INC. DATE: 1-28-00 SCALE: 1"=40'CONSULTING ENGINEERS !
! 
.,/( nmsrATEoFTEXAS § § COUNTY OF DALLAS § THIS GRANT OF EASEMENTS is nm TOWN OF ADDISON, abamc-ruIc mum A. Grantor is the owner ofcertain real pro: tII4 B40!:526 041301'17 _6 Mi.OO
knowII as AddiJoll Airport (the "Mportj and Keller Spri. "R!I!!ll"). wlliell real propl:l'l.y is more parIitularly described B. r., Tumpikc Authority, an agem:y of the W'I(U"P 􀁡􀁾hereto.
• proposes to construct a controlled access toU turnpike project 􀀨􀁴􀁨􀁾􀀠and across tbe Airport and portions of the Roads, and Gtantor by 􀁏􀁾􀁾􀁏􀀧􀁾􀀠and ResoIutioIIs Nos. R9O-IlS6,
R9J.l25, R.96-OO9 and R96-138 has 􀁾􀀠C. The 􀁾wID provide acontinuous facility from Addison 􀁒􀁾􀀠Road and wID be situated on the surfal:e of the Allport and the Roads in described
on E1!b1bit Battached hereto as "PJ!!t Sprtac;e Easempnt Area" and 􀁾􀀧􀁃􀀠Bpml Area" (berein so called) and within the subsurface ofthe AItport in that 􀁾􀁜􀀠97084 02628 􀀺􀀼􀁾􀀠. j
•, J: I" 1 j g J j 􀁾􀀠􀁾􀀠I I I I 
, . dcIIcrlbed oa 􀁎􀁾􀀧􀁾􀁴􀁯as "Bn"'mm Basement Area" (herein so called). Pro,kIct will n:quite the relocation of Dooley Road, a 􀀬􀁾􀁷􀀮􀀬oato ptopeity descn'bed on Bx1u'bit B attached
hereto as "(hemin so c6d). D. Gnmtnr 􀁾casements for the Project. y 􀁾􀁴􀁩􀁯􀁡of the sum of TEN AND NO/100 DOlLARS (Sl0Jl0) and other goad 􀁾􀁷􀁉􀁵􀁡􀁢􀁉􀁣􀀬􀀠. to Grantor In hand paid
by Onmtee, the m:cIptand l1IfI'ic:IeIItyofwbichII 8Ildcomes.ed, Grantor baa OR.ANTBD, SOlD AND 18 docs GRANT, SELL AND <X>NVHY unto Ol'lllltee, its IUCCe"011 IDUowiDg easements (the
'&¥loo"'1: ·, (a) A pmpetual and t'IXIllusi¥e 􀀭􀀱􀁉􀁄􀁉􀁉􀁉􀀡􀁾􀁤􀀢􀁩􀁬􀁩􀁩􀁢􀁣􀀠Sn+rn 1je""'D"i!lt") In. c:wer, and IIA:tOIII the Weal SlUflJ& B!iJietP (b) AperpctualudaduslveCIIICmcDt
12"".'0 in, c:wer, and across the &st Sm1m:e 􀁾􀀠(e) Aperpetual and a:dusWc 􀁥􀁡􀁡􀁥􀁭􀁣􀁮􀁴􀁡􀁮􀁤􀀮􀁾􀀠flu"D"""t") in, tIm:!ugb, and across the SubauJtilgc Eucment Bwmtmt QlIIImcndDg
below the IIIIfsI:e of tbat 19S,68.11q1lllle\77 aaa) dac:rIbedIn thc dacriptlonlIIIIiI:ed 81 8dtibit B hereto, and CItmldIng l'WIII:aIIy dowDwaId IIlld tbroul aubsw:faeeliluated below
said 195,1i1l.11C(118R1 foot d"" ',,-100. ·2· 􀀹􀀷􀀰􀀸􀁾􀀠n'fi,q 􀁾􀀠
.l't':'!Z.; ... ':'" "':'"" ..... '" • 􀁾􀁡􀁮􀁤exclusive easement and rigil!-of-way (the "Dooley tbe terms and 􀁾􀁤􀁩􀀡􀁩􀁏􀁰􀁳􀀠1. by Grantee, its employees, conlmctors, agents. successors,
and asslp, in C01I1ie,tfi 􀁾􀁣􀁩􀁪􀁶􀁩􀁴􀁩􀁥􀁳􀁾􀁲􀁣􀁬􀁡􀁴􀁩􀁮􀁧􀀠to tbe cansu:uctlon, instaUation, reconstructioD. relocation, 􀁡􀁬􀁴􀁥􀁲􀁡􀁬􀁩􀁥􀁾􀀱􀁊􀁉􀀹􀁃􀁴􀁩􀁯􀁮􀀬maintenance, improvement,
and modification of the Project, 􀁩􀁮􀁣􀁬􀁾rcct 􀁆􀀸􀁾􀁣􀁳􀀮􀀠AI. used herein, "Project Faa1itics" IIhaII mean (a) tbe tunne1 (I be conStructed witbin !be Subsurface Easeme roadways,
other rigbts-of. way Car vehicular traffic and aU paving, qu-tdlq-..-1iDd foundations, columns, posts and other types ofsu 􀁾􀁾􀁓􀁴􀁲􀁵􀁣􀁴􀁵􀁲􀁥􀁳􀀢􀀩􀀬(iv) uIility systems, including
water. gas, sanital)' sewer, television, IIlIdIor commllIlication system or.systems, cludhtg lines, pipes. conduits, meters, valYes, fittings, latera&, pates. conductors, transCarmers,
spIk:es, switciles, manholes, handholes,junction,poxeJ,1lpG' faclIiliC$ and neeeisaIy appunenances thereto, including . 􀁯􀁲􀀺􀁾structures, CIIlvertr, bax culverts, pipes. mains, manhales,
bandholes, 􀁾inlets. paviag, and CIIIbfDs. (VI') structures and equipment -fncIwIlos to! 􀁾􀀮􀁾􀀠 1andScapiDg, lighting, conduit, cable, guardrails and other safetr 􀁲􀁥􀁡􀀬􀁾􀀮􀁴􀁉􀁄􀀠Jkr¥t:es.
(vii) all atber things thaI Grantee from time to time deems necessal)'•.􀁡􀁰􀁴􀁾􀀮􀀻􀁣􀁳􀀺􀀮􀀬􀀠desirable ill Grantee's sole discretion, with respect 10 the PmjccI. Grautee 􀀱􀁉􀁬􀁡􀁽􀁲􀁾􀀠-39'7084
02630. ....... --.. , i t 'j " ! • ,. ,i' -\ j l i i J I r 􀁾􀀠[! 􀁾􀀠􀁾􀀠􀀺􀁾􀀠" 􀁾􀀠----,.. 
􀀮􀀡􀀧􀀡􀀢􀁉􀀧􀀡􀁾􀁾􀀡􀀧􀀮􀀧􀀺􀀧􀀻􀀢􀀧􀁟􀀧􀁾􀀧􀀠M. 5 necessary, appropriate, or desirable in GllIlItee's sole disemlion, with 4 2. (8) 􀂥􀀮􀁊􀁃􀁩􀁬􀁙􀁩􀁉􀁩􀁤􀁾􀁾Facillties shaU be entitled
to the right of 􀁣􀁱􀁾operation and maintenance of the Airport or its CODSidera .t mlght affect the Project. shaU make, IUld shaD cause its teIIBllts tdinBie. adverse impact on the Project,
(b) Gramar consents to 􀁡􀁾􀀠Support SIrUClmes on the remainder 􀁉􀁾ofthe Ah'port and the Roads. (c) Grantee may authorize ana-peffi;lift􀁾to use the Project on sucb terms as Gnmtee.
in its sole discretion, • te, but DO third parties. .Indudlng the gencml public, shaU acquire 8IIJ • nts lIS a result of such use. Grantee shall hive the sole right to COD the entrances
of the Tunnel (d) Gnmtor sball not IX!IlIInIct or place within fence, sbrub, or other structure, ll:npromnent, or growth Dfi.iJ1Y)III¢tql shall Iurve the right to remove, and b:ep reJJI.O\Ied,
all or partll(bf fence, ahrub, or other strueture, iIDprl:wemeIIt, or growth of 8.8.Ilf'"dujiRfC!F located within the PJuements and wbidI, in the judgment of 􀁇􀁲􀁡􀁊􀁾􀀱􀁄􀁡􀁬􀁾􀁉􀁉􀁤􀁉􀁧􀁉􀀺􀁲􀀺􀀮�
�or In 8IIJ WKy interfm with the COIIlItructlon, efficicney, or comlClllcIJ/. operation and maintenance of the Project or the eaercIse of Om.' ben:uncler. -4Q7nlUl n'''11 , .j I 1 j
!. j, \. -1 ! 􀀮􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠» 􀁾􀀠 'I 􀁾􀀠'j 􀁾􀀠 I 􀁾􀀠􀁾􀀠 􀁾􀀠 j; 
over the Subsurface Basement Area, any lmprmements appurteDant or adjacent thereto, other than the removal 􀁾􀀠and other cbangcs dcm:ibed in the InterlWIII Agreement 􀁾􀁾􀀩􀁮􀁉􀁉􀀠Grantee
shaD promptly repair BIId restore the said land or prop, to do so, Graotor mRJ repair and restore the said land orproperty 􀁡􀁮􀁯􀀻􀁐􀀱􀁉􀁾􀁾􀁨􀁥􀁬􀀱􀁾􀀠be duo BIId payable by Graotee
upon demand. Grantee will not permit ce to exist in the exen:fsc and use of the rights and priviIegeI berein granted. 4. To the extent permitted by law, Gnmtee shall fndl!!Dnlty Grantor
VI 1 􀁾􀀠􀁾􀀠bold GrBIItor harmless from, IlIl)' and aD liens, l/abJIItics, actionII, causes of actio\'!" damages, Iosscs, C1pC1ISI:S (fncluding reasonable attorl1eJS' fees) or costs
for any Initot1 ·s· /\., /\ 0 I. n ., c:. .,. " Codc(thc 3. In exerdsing Grantee's rights, land over the Subsurface Easement Area or any appuI1ImIII1t or adjacent to the Project and
IlIl)' Grantee's rights hereunder there Is caused any d 􀁾􀁾􀀬􀀮􀀮􀀧􀀮􀁾􀀮􀀡...."" ronstruction AM""""" by,andin 􀁡􀁾􀁾􀀱􀀠, ! ,-; ,, f ! i 'jI terms of the Turnpike Act reference Is
hereby 􀁾􀀠;,. 􀁥􀁱􀁢􀁬􀁨􀁳􀁬􀁾􀀠􀁜􀁬􀁥􀁾􀀺􀁰􀀠the parties hereto for the Easements i damages. or any damages to; Basements by Grantee. 1 l 􀁾􀀠,ch interests aud for IlIl)' &e¥erance
e of; other lands belol1ging to j 􀁾􀀠nE"meh acquisition and use of the l I t cause damage or inj1Uy to the i, or to Grantor's land 􀁾􀀠􀁾􀀠thereoll. If In exercising c1Wu!e to Grantor's
land 
,"'!l"''''',>'􀀧􀀭􀁾􀀢......'" 􀁾􀀠'\' privileges, IlIId appurtenances thereto In anywise bel_iii \QItO Grantee, its􀁹􀁾􀀠􀁂􀁮􀁩􀁰􀁓􀀻􀁡􀁮􀁤􀁇􀁲􀁡􀁮􀁴􀁯􀁲􀁤􀁯􀁥􀁳􀁨􀁥􀁲􀁥􀁢􀁹􀁢􀁬􀁮􀁤􀁬􀁴􀁳􀁥􀁬􀁃􀀬􀁬�
�􀁳􀁳􀁵􀁯􀁣􀁥􀁡􀁯􀁭􀁡􀁮􀁤􀁂􀁳􀁳􀁩􀁰􀁉􀀬􀁴􀁯􀁗􀁾􀀠FOREVE!R DEFEND au and siDgular the Easements IDIto Grantee, fIB 􀁳􀁵􀁣􀁣􀁥􀁳􀁾􀀠·6· 􀀹􀀷􀀰􀀸􀁾􀀠02633. 1 , , " :i, ,., II!I'ODel'damage
to or destruction ofany property to the extent .ct or omission of Otantee, Grantee's ofIlcers, J parapph shall survive 􀁴􀁨􀁥􀀺􀀻􀁴􀀧􀁾􀁰􀁡􀀭􀁯􀀬􀁻If employees, 􀁾􀁾Grant of Euement.s.
The provisioas of tbIs 􀁾􀀠i j,. '1'',.,S. Granror. its II1IIY fully lISe and enjoy the West Surface I ! 􀁾􀁭􀁥􀁬􀀧􀁬􀀻􀀢􀀸􀁮􀁣􀀡􀀩􀁲􀁵􀁊􀀡􀁡􀀧􀁾􀀧􀀻􀁴􀁩Easement, except that such use
ud i, iClIiOJlDCnt shall not hinder, ere with the emn:ise of Orantee's rights J 􀁾􀀠􀁾􀀠hereunder or with the safe and e 'ect. Grantee shaJ1 clean up i( j 4 􀁾and remove all trash and
debris, and, except provided in the IntetloeaI 􀁾􀀠Agreement, repair and replace structures (or, ifnot repairableor 􀁾􀀠􀁾􀀠􀁾􀀠replaceable, pay fOr the cost of the same) ca on, repair
or maintenance :, ;1 .) of the Project or the Project Facilities. " 􀁾􀀠6. Granror and Grantee asree tbat the nt shaJ1 renmin a part or this Grant of l:asemcuts until such time that
􀁇􀁲􀁡􀁾􀀨􀀧􀀠operationand malntell8llCe ofthe road improvements to 􀁢􀁃􀁾􀁉􀁉􀁉􀁉􀁴􀁦􀁰􀁣􀀺􀁴􀁊􀁬􀁴􀁬􀀧􀁃􀀠􀁾􀁴􀀬eerIifies to Grantee In writing that the Dooley RI needed fOr pubIlc
right-of-way purposes. Upon recelpt of said oi and Grantee shall execute a rec:or:dabIe document releasing the DQDfey from this Grant ofEasements. TOHAVBAND TO HOLD the Easements, together
with aU and 
􀁾􀀮􀀢􀀢􀀬􀀮􀁉􀀧􀁗􀀢􀀢􀀢􀀠.._-"I, , " 't I jRJri9n wllQmsoever lawfully claiming or to claim the same or any part ,i I , thereof. 1􀀱􀁦􀁩􀀡􀁤􀁬􀁩􀁹􀀬􀁴􀁦􀁾􀀠1m,to be effective8ll of
the date fustwritten 1 r above. 'I' TOWN OF ADDISON, AnaST: 􀀱􀁾􀁬􀁣municipal eorporatlon 􀁾􀀠,I 􀁾􀀠I -tl'rPl!!tKI 􀁾􀀠􀁾􀀱􀁦􀁴􀁩􀁉􀁉􀁊􀀠Sem:tat .. ... ... . I􀀻􀀧􀁾􀁉􀁬􀁉􀁩􀁌􀀠\-;;''0
5 i ;;: I ... 􀁾􀁾􀀮􀀮􀀭􀀺􀀺􀀠t :II' ti j; l 􀀢􀀩􀁉􀀡􀁙􀀮􀀮􀁾􀀠i. "'I, t .....' '0\ e::;'{'" t,. :1 \...... II 􀁾􀀠􀁾􀀧􀀢􀀮􀀢􀀮􀀬􀀮􀀮􀀮􀀬􀀮􀀮􀀠.." " t< f 􀁾􀀠, 'f,-' " ""... " \I 􀀢􀀢􀁾􀀠􀁾"
.. . -" -797084 􀁮􀀧􀁦􀁩􀁾􀁦􀁩􀀠
􀁾􀀱􀀰􀀧􀀮􀀺􀁾....􀁮􀁾􀀢􀀬􀀢􀀬􀀬􀀢􀀧􀀧􀀧􀂷􀀧􀀧􀀠"". lJ)' C <;In la! n IIMea... ..."" 􀀮􀁾􀀠1 1 ,1 J I 􀁾􀀠me on this I<tnt -I'day of April, 1!H7 'I it, 1􀀺􀁯􀁭􀀺􀁵􀁾􀀠􀁭􀀽􀀺􀀺􀀱􀁾􀀭􀀧􀁾􀁾􀁷􀀭􀀡􀀺􀁾􀁾
􀁗􀁲􀀠of:TOWN OF ADDISON, 􀁾􀀠./' il.I.i.lj;;tc. 􀁾􀀠􀁉􀁦􀁾􀁾􀀠My Commission Expires: '1..22.."\.'J -s􀀹􀀷􀀰􀁡􀁾􀀠02635 I 􀁾􀀠􀁾􀀠" ,1 I j J 􀁾􀀠I 
EXHlBD'A A called 365.34 􀁾􀁾$' to the City of Addison by deed recorded in Volume 77010, Page 􀀱􀀳􀀹􀀱􀁾􀀱􀀠County,Tew,said called 365.34 aae U'IICt bcillg 0111 of tile Wm. Lomax rv
'792 and the E. Cook Sum:y, Abstract 326, aI1ln the Oty of Addison, __ ,.. ,' } . I ! I I I 1 i 􀀹􀀷􀀰􀀸􀁾􀀠02636 
." _...... _-,.."." Being 127,111 􀁳􀁱􀁉􀁉􀁡􀁮􀁬􀁦􀁩􀁤􀁇􀁬􀀧􀀲􀀮􀀹􀀱􀀸􀁡􀁣􀀺􀁾􀁾􀀽􀁾􀀺bydeed llIt'mIedin Volun77010, Pag. tIatI baingIIIortlle Wm.lAxDIl Smvey. 􀁾􀁾􀁾􀀠of AddiSOll, Dallas
County. Texas and bel USC&GS StatiaIl"ARP 1966' with 􀁣􀀺􀁯􀁯􀁮􀁩􀁬􀁩􀁄􀁡􀁤􀁾􀀠4 SIatiou •AilpoIt Beacoa" with coonIinates of' • COMMENCING ata IilIIId SI8 indl ism I1ldII an Westerly
line of MdisoIIItoad (widIh varies),said 5tJM)y. _ boiagtheappllftlll: South lineorthe . Addison deed, said comerlllso boiag at the beginning 746.30 flxt, lmirIaa (I!lIIIlIllillgleof'00'07'43',
adwnI TllENCE, alqsaid QIMIntile left and said Westerly line to a..518 indI il'IlII nxI, apoint fiJrcomer, said _ being eel 36S.J4 ainInKt and 011 the Nonh line otsaid E. Cook lIS called
for iDthnaid Cityof' left, said curve baWls a radius of' I chord dis!aDceof 1.67 filet; III arc 􀁾of 1.67 filet BEGINNING; '.I'IIBNCE, eontianing aIqsaid CUM to tile left and said 'Wi
Of Road, in a SonIharIy dimctian,lID arcmanceof22.90llIeItnM '18" iron RId, thepoim: ''I1IENCE, S26"33'2.S"E, CIlIItinuing _dieWesIerIy line ofsaid lldOiisbd'lllo toa.lKIIt in 􀁾apciat
tbr _ atthe besinningofa􀁴􀁡􀁮􀁟􀁬􀁩􀁉􀁉􀁉􀁬􀁾􀀠 686JOfeet; 11IENCE, cmtjmring _!he WIIIledy IiI1e ofsaid AdditoD Road. aIoac 􀁾􀁩􀁤􀀠􀁣􀁍􀁖􀁥􀁾􀂻􀀠 ClllllralqIeofrJJ037'W. ad!ord bearingofS24"44'41"
E,. chord distance of'4: ot43.41 k to lIet5/8' iIm. rod, apoint for oomer; 􀁔􀁒􀁬􀁎􀁃􀁅􀀮􀁓􀀶􀀹􀀧􀁉􀁬􀀹􀀧􀀰􀀴􀀧􀁗􀀮􀁤􀁣􀁰􀁡􀁴􀁬􀁩􀁮􀁧􀁴􀁨􀁣􀁗􀁟􀁉􀁙􀀱􀁩􀁄􀁥􀁯􀁦􀁳􀁡􀁩􀁤􀁁􀁤􀁤􀁩􀁳􀁏􀁄􀁒􀁯􀁡􀁤􀀬􀁡􀁾􀀮􀁾
􀁴􀁯􀁡 /buDd x-cat in __apoint tbr comer; 11IINCE. S63"4l'OO"W, 81.24 f'i1et to aRI xoQlt in COIICMII, apoiIIt for _lit!he􀁾􀁾􀀠faII&eIIt CUMtodle ziabt. said CUM haWIg 8 radius of'61Q.17
feet; 􀁾􀀠11IENCE, _saidCllMIOIite ri8ht.llPil!ga GIIIIIlIllIJ8Ieof03"02'43". a chord beiIriDg ofS . a cllanldIIIIneeof32.43 &ic, IIld an arc distAIDceof32.43 ktoa.x-at in. COIICRIt,
a • 'l'BINCE, S09'31'IS"E, adisllnceof4.SO to ..XoQlt in COIICI8te, a point for _ at!be 􀁾􀀠IIIIIIotIIIIJ!I CllMtodio ri.lbl.1Ikl CUM ImWls a ndius of614.67 filet; V THENCE, mIlIjmdq
eIaaa said CUM 10 the ri&1rt. baWls a centnli ..14940'43', a dwnI 􀁾􀀠Exbibjt B • Page 1of 10 􀀹􀀷􀀰􀀸􀁾􀀠02637 i " !. ,. 􀁾􀀠: i 􀁾􀀠1 I I I ! !,., j i I 
.1 ..... ..􀁾􀀭􀀭􀀮􀀬􀀭􀁾􀀠S87"43'07"W. a c!,on(dkl at the point oftangency) THENCE, NOS"O:r28"E.' dfmm:e..... -. .. FA fuel. and ;m arc distance of 157 41 feet to a set X-cul in COIICrele.
'. :i ,* toa set SIB" iron rod. apoini for_: ! THENCE, N84"S6'32"W, a 􀁾􀁁􀁯􀁏􀁊􀁩􀀡􀁥􀁴" • set It-cut Ill! oooCAte, a point for comer; rS4lI'f-da.t on oooCAte, a point for eomer; TIlENCE.
SOS"03'28"W. adistam::e ofa.'"'\"""'}!" THENCE. NOS"03'28"E. a dilalllcect156.00 tIit.t lira set. THENCE. S84°S6'32"E. adi'il_Mf117.73 tIit.t to I '.....'l''''e, a poiJtt for comer;
I I I apoint tor comer; 􀁾􀀮apoint for comer; 1 ¢ete,apoiJtt Ibr oomer, I􀁾􀁌􀁾􀀠THENCE. SOS"03'28"W,a 􀁾􀁣􀁯􀁯􀁦􀀸􀀮􀀰􀀰􀁾CO$et x-cut //1 THENCE. S84"S632"E, aclislam:eof274.00 tIit.t
to a set '" THENCE. SOS"03'28"W. adisIanee of 11.00 tIit.t to a set 􀁉􀁴􀀼􀁕􀁴􀁾􀁾􀀠 THENCE, S84856'32"E, a distanaeof 186.20 &elto a set It-cut in f:onfiete, 􀁾􀀠ta!lgalttUlVlltodle
leftlla'lin&a radius o£486.67 filet; 1HENCE. ablgail_totbc left, haviJlaaceatral .0£02"42'31", a 1iIlOrd1ldit... 23.01 r.,_l1li111: distana:ofll.OI_lOa.x-cut in .......... a"";& 􀁾􀀢􀀢􀀢􀀠') 􀀱􀁈􀁅􀁎􀁃􀁆􀀮􀁾􀀬a tisimoa of4.50 filet to a set x-cut ill aIIICIIItO, I ofa 􀁟􀁾CUMllOtbc IeftbuiDg a I8dius o£491.17 feet; 1 11IINCl.a1qaaidQIMtolboleft
, having aCiIIIIIfaIangk of 14"04'12", adIord achord disIuce of 120.31,1lId ill PC /.of 120.62 feet Co a atx-cut 􀁩􀁮􀁾􀀻􀀠THENCF. SII043'\6"i, adkuneeof4.SOfilet, toa seI x-tUt ill
CCIIICnII8,apontfor 'TIIINCI, N86"1 1'S6"E, atI.is!.umIofS4.34 _ to aat SI8 indI inlD rod, apout tbr Mnll!r:.f THENCE, N68"46'01"I!,a dkuneeofI24.9S .... COlat SI8 .1I'0Ilrod, apcllt
for ntBl'llCE, N20"42'56"W, adistance ofU2 filet, to a at SI8 inc:b inlD rod, a pont for comer; THENCE, HW09'04"1!, a di_of2.15 filet to Ibe POINT OF BEGINNING. aI!d contaiIIins I Exhibit
B • Page 2 of 10 
_.-_........--.-,-........ . . .., _. _" ___ .0-. 􀀭􀀭􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀁾􀀭􀀭􀁾􀀽􀀽􀁾􀁾􀀽􀀢􀀢􀀢􀀮􀁾􀀮􀀭􀀮􀀠􀀮􀁾􀀠J ... 1 -Ii!l !I I CIj:!... C> ,$ 􀁾􀁉􀀠"" g .,§ f 'i5 .. . cq . <'\
eo I "<. .ti; Ilk f"I 􀁾􀀠!f 11Is i . • .I s:l ie .f.! tJ􀁾􀀠􀁾􀀠£J '. 
!TAREA. -2,1"-,,«,,,,-"'. _ 026110 I l' "., ,,.. \...􀁡􀀮􀀮􀀮􀀮􀀬􀀮􀀮􀁾..""'''_.,...lIiCOIdcd in Volume 17010, Page 1391, Dc\d'RL6 lIS ounl)', TexlS,said called 36SJ41C1'CII'lII:tbcingOUl
oflhc I Wm. LoiIIaltSunocy, AbsInIct '192 and !he£. • 6,1111 in !he Cityof'Addison, DaIIIS County, Texas and beiIIs mora pltliaalardescribed as folkn . OS Statioo "ARP 1966", with coonIinatcs
ofN 1,038,3SSJ6·B 2,473,877.80 NAnS3 and S -BeIcon", with coordimles otN 1,039,062.6&-B 2.471,167.73 NAD83) COMMENCING,IIl a5d SIS" iron rod on: !he _-clip.at !be IICI1bcast iDtalllKi1ion
ofsaid THENCB,SI9°16'08"E, deplu1ingtbc BasIerIy Iincofsaid􀁾􀁡􀁾􀁏􀁦19.73 teet III!be POINT OF I 1bis is toCClltif)-that!he above dllscription: was plt¥liled fnm all on: the srouncI
SIIn'II)' cq{iklCl.¢"'lIIjIier nW superrision. ;ta,...t:. 9DC 3n DATE: .,IIDI '/(. A,Ju& R. P.B.,ft.P.L.S. T_Sum:.,w RoPnIioa No. 2910 AppmvII:TIlIQI$ TiIIIIJIib AuIharity __ .. ExhIbJt
B • Pagc 4 of 10 970Bq 􀁮􀁭􀁎􀁃􀁅􀀬􀁓􀁾􀀢􀀳􀀷􀀧􀁉􀁓􀂷􀁅􀀮􀁡􀁉􀁯􀁮􀁧􀀡􀁢􀁥􀁅􀁡􀁳􀁴􀁥􀁤􀁹􀁬􀁩􀁮􀁥􀁯􀁦􀁡􀁩􀁤􀁾􀀮􀀹􀁊􀁬􀁩􀀠I I I I BEGINNING; . THENCE. N89"16'08"E, adislAlDc:eofl14.2S teet
10 apoiIII for 11IBNCB, S00"43'S2"E, I clistanceof 13.00 r.t III apoinl for coma; THENCB, S89"16'08"W•• dislAlDcc of 161.25 rcct III I point for QQQler; THENCB,NOO"43'S2"W,1 dista.acc
of7.75 r.t 10 a point for comer; 1'HINCE. S89"16'01"W,lCiistancc 01'7.00 feci tothc POINT OFBlGINMl'fO/c:on: 0.051 ..in the =-and bounds recited. I l l 
, NOTE DI!SClUPTtON SIJRFACE EASEMENT PSE-2 􀁾􀀠􀀭􀁾􀀭. 􀁏􀁆􀁁􀁄􀁄􀁉􀀮􀁾􀁾􀁒􀁾􀀲􀀠ABSTRACT 316 COUNTY. TEXAS RIBITS 􀁾􀀺􀁾􀁾􀁾􀁾􀁉􀁉􀁉􀁃􀁕􀀵􀀰􀁬􀀱􀀱􀁶􀁥􀁹􀁣􀁤to the City orAddirca. by
deed:t Olun •Texas. said called 36S.341cIUacl beiDlI •AbsIIact 326, all in the ciI)'orAddison, 􀁾􀀠(Bearings b.,m 011 USC&GS Statioll 􀀮􀁾􀁾􀀧􀁁􀁾􀀱􀀸􀀠 .80 NAOlU and USC&GS SIIIioD
"Airport &,1 • 􀁾􀁊􀁜􀁉􀀩􀀸􀀳􀀩􀀠COMMBNaNG, at the Soulhetlycut-beck lite 􀁾􀁴􀁨􀁥􀁩􀁮􀁬􀁃􀁬􀁳􀁃􀁃􀁬􀁩􀁯􀁮orDoolcy Road (wilfIb VIIriI:s) with lCdk:r Springs Road (SO feet \\ide); 􀀱􀁾􀁾􀁒􀁏􀁉􀁉􀁉􀁉�
�􀁉􀁬follows: N89"42'54"E,.disWIce onUS.72 fcello a!lOinli. 􀁾􀀠./SOO"l2'22"E,.disllnccor19.31 􀁲􀁴􀀮􀁬􀀡􀀡􀀮􀁴􀁯􀁴􀁨􀁥􀁐􀁏􀁾􀁾􀀠'I1II!NCE, NlI9"16'OlI"E, Ica\'infl said EasIerIy ROW
Iiaeor TBI!I'K.'E, SOO"43'S2"E,. distance or 13.00 feet to apoiIII fbr 􀁾􀀠I THENCE, S89"16'08"W•• distance of41.34 feet toa poilItl'orCClllCl' Road; THENCE. NOO"I2'22"W, adistance or
13.00 feet. aIoog said EIIIIedy 􀁾􀀠POINTOFBEGlNNlNG. andIlOIIIIinilIg623squan1feet, or O.01411C1eS in IIjlIllll\l!if􀁾n:ciIod. TIds is toOlltiC)' that the aIIcmI description WlSprcpa!I)d
&an m ClII the pound 􀁗􀀧􀁾my 􀁾􀀠􀁾􀀮􀁋􀀮􀁾􀀠DAT!!: ",/10/'/'A)'IIb It P.E.,ltP.L.S• .. t-1IIIMJat.....No. 2910 AppftMI: T_TlmpilrlAIIIbarily __ F.xI!Ibft B-Page Sof 10 97084 􀀰􀀲􀀶􀁾􀀱􀀠"
1 ! ! • 1 i j. I' 
adistmceof Ii ; I.II ,._..,--. .. Being 68,432 squanlfeetor I.S11 a_OIII 􀁾􀀺􀀭􀁯􀁦􀁁􀀡􀁉􀀦􀁹􀁬􀀵􀁬􀀧􀁫􀀱•• (widdt varies) lying in !he City ofAdci!oD, sa •􀁧􀁨􀀱􀁓􀀱􀀩􀁉􀀼􀁗􀁾beitv6i1t
Cook SII1'VIIY, Abstract 326. die W. H. Will 􀁓􀁕􀁾􀁬􀁉􀁉􀀧􀁴􀀡􀁬􀁚􀀱􀀱􀀠􀁾5)'111$ SUM)'. Abstract 1344, all in the C df.scribed as follows: A (Beariqs based <II USCl<iS SlItim"ARP 1966".
􀁾􀀠. N1.ol.8,3SS.16.E 2.418.811.80 HADS) and USC&GS SCaIicn "Airport Beacon", widt COCII'dinates ofN 􀀷􀁾􀀰􀀳2.4't8.167.73 HAD83)2. BEGINNING ata SJ3 inch iron rod fouIId for comer
in . . y -ofwa'1 liaeofsaid Koller Springs Road. said point beiaa!he most SOIIIbetly lIOIIheast _ the . Slid aonhetl'1 line ofKeller Springs Road wiIh Ibe existing _1'1 line ofM"KIway
Road (a 'l8ria e width· -of:'!vey at this point), said point also being die soudIommost soad,W«It _ ofI.« A. Block Batcon . ITrust FamI W. by deed n:corded in Volume 84250, Page 4312.
M'dIe 􀁄􀁥􀁥􀁤􀁒􀁾􀁯􀁦􀁄􀁡􀁉􀁉􀁡􀁳County, y; itiontodleCityofAddison. bypllt entitled ''BeItlIIood BeItlIIood NOI1II. JWL A.ddiim," recorded in Volume 8207 ,P 2 • Ibe Map Records ofDaUas
County. TI!XlIS; • TIlENCE. NB9"14'OO"B. .Ioilgsaid right-of-way line and the soud1erlY'tJ(e'i Said Addi . passing at. dist.tllce of 124.32 feet. it 518 inc:II 􀁾redfollnd, lhesoutheast
comcrofsaid I.« A, 111$ eomerofLol Bof said Addirion,as canW)'lldto CSIn$titutionaI Trust fund VII. by deed in V. I. Pap 3143. ofsaid Deed Records. pmingat adislanclofS3U2 feel, a 􀁾inr:ll
iron rod found; e ofsaid I.« B, same beiqtbe IOIIIlrwest comer ofdlat cedaintraCtoflaad III COIIWyI!d to EKL in Volume 90206. Pap 0102, orsak! DtIld Records. Aid point also beingtbesouthoa$t
comer ofsaid •JWL AddItion. wllimliis ill aU am!dirlanceofBI7.84 r.ttoa 518 inch iron rod fiIInI,!he • EKL Realty tIICt. samelleingdie IIOII'hwest comer oflha 􀁾ofsaid Keller Springs
J6Jtd (60' wide); 'l'BENCE. N00032'09"W. aIoIIg !heeastetly line ofsaid EKL tract and said Wllll!edy liD􀁾􀀠 SUI lilt to. point forcomr:r; 1'BDICI. N89"Z7'.51"E, cIq:w1i1ls aid con_line.
a distaace of60.00 liltto a SI8 ini tbeeullllty line ofsail Dooley Road and <II die westedy line ofa..alled 165.34 acre traCt rl" Cll.yofAddisoa. by died =onIedin Volume 11010. h.139\.
ofaid Deed Records; " 11IINCI, aIona said cOIIIIIIClIIlille.1IIe IbIlowing COlI,. and dililllnClS: 856"37'1 s"!,. dis!IIIce ofllO.20 felt to a SIB incb inm rod fOund for comer: NS9"42'S4"B,a
di.stImce ofIOS.72 feet toa SI8 inch iron IlId found fOrcomr:r; SOO"I2'22"B,a di<tance of 111.OOliltto a point lOr comer;Pall. B • Page (j of 10 9708,. 􀀰􀀲􀀶􀁾􀀲􀀠 <'t I I I ; I I I
I i, 
111 V " IIOIfIIMstcomeroflllid Lot I. same being die nonhea$t comerofLot 􀁾􀀠􀀹􀀷􀀰􀀸􀁾􀀠026ij3 mENCE, S89"47'3B"W, lamsuidlpstmklint dand said wesIlIdy line ofcalled 36S.34 act!! tract,
a , distance of50.92 &eI to a pain! f« 􀁾􀀠iRe ofsaid Dooley Road. said point being tltt southtast em! of􀁾􀀠COJIIW cut-mclt lint II tile inlCl1a:lion 0 ill ofDookIy Road wiIh the southerly
line ofsaid Keller I : Springs Rtlad. same bciIlll dte most _Iy of I, as COIl.10 MIdpark North 10lIl1 Vl!IIture by dcc!d recorded ill Volume 91 136, hGlll64, 0 ,liIe most O&SIedynonhcast
com", of Midway Park Nonh II, an addition to Il1eCitl'ofMdison byp 35. Paue 1180, orsaid Map RecooIs; THENCE. N,7"IO'OB"W••lonllAillCllllUlllll1ine,􀀱􀁤􀁾􀀩􀁉􀁦􀀠fee!. to a SI8 inch
iron rod found, the Il1O$l IIO!therIynCllll1east_ofsaidlA I 􀁭􀁤􀁳􀁡􀁩􀁤􀁓􀁬􀁬􀁾􀀠THENCE, SS9"16'07"W. along said common lint. passiIwlt I distancei56.=found 'X' in oonClae, the teIt!'
ct ofland as oon.to MItF DcvIIIopmenI Company, Ine. by died IIICORIed in Volume 90081. PI 􀀳􀀳􀀲􀁾􀀠R«ords, in all laIlIl distance of79S.41 &eI to a SI8 iocb iml rod fiIuad f«comer;
THENCE, S62"41'14"W. t:OIItiIIaqalongsaideommcnline,a 􀁟􀁾a SIS inch iron rod f'oumI for comer at the inIersacIioII ofsaid soatIIeriy lineofKel1er Springs Rcil.ct with line ofMidway
Road; THENCE, SOO"39'42"a along aid_line. adistllnce of41.80 fiIe9'tO'¥f/Z intersection ofsaid Ketler Springs IIDId willi said Midway Road: THENCE, N33"06'32"W. depal1ilsaid _line, a
distance of 􀀱􀀴􀀲􀀮􀀲􀁾􀁐􀁏􀁉􀁎􀀧􀁴􀀺OF BEGINNING. tOIIIaining68,4321q11111'CftaI, or ISlt_in tI1emdesand bounds recited. HOle: Aplat ofsuM)'ofewn SUM}'datehen:wi!b accompanies this
.1􀁤􀁾􀀠This is to c:eItilY that Il1e above .....iplio.l was preplll8d from an 011 die gItIIIIIdSlMy 􀁾􀀻􀁴􀀮􀁾􀀠DATE: 112.11'17 Ayub R. • P.E.,ltP.L.S. T_SuM)'Ol' \Waisblltiw No. 2910
Aw-': T_Tumpike AudIori!y ___ Exhibit B -Page 7 of 10 
136134􀁾Ilf:tas COIweyed 10 the City orAddison, 􀁾􀁾􀁴􀁹􀀮Texas. said c.alled 365.34 acre Cook Swvcy, Absttact 326,111 in the City 􀁉􀁾􀂥􀁩􀁸􀁤􀁡􀁳Collows: (Beai.ngs bmdon USC&GS varlcs),
said iron rod being Ihe IIOI1hcast comer of Ihe TH1iNCE. NQO"4l'S2·W. dcpaning IhctmdylineoCsaid 􀁾of 18.61 Ctet 10 a point for ctIC1ICI'; ! ,I THENCE, N89"16'08"E, adisllDceoC 174.25
feet 10 apoint for 􀁾􀁯􀁲􀁡􀁴􀁡􀁮􀁧􀁣􀁮􀁴􀁑􀁉􀁲􀁖􀁃10 the right, said CUM hll\'ingl radius of1763.00 feet; THENCE, c:ontirI\Iing IIoag laid CIIMI to the fish!, baving a c:en1l11 angle
􀀺􀁾􀀮􀀬􀀩􀁴􀀠c:bord bearing of S81"SO'12."E, a ehord dislance oC 178.05 fl:ct, IlId l1li are dislaneeof 178.1 ofhulgeney; THENCE, S84·"'32·e, adistance of 1,301.25 feet 10 a point for
comer, THENCE, SOS-mrw, adisIancc of126.00 teet to apoint Corcomcr; 1BENC8,NI4"S6'3l' W, adistlll!c:eoC 1,301.25 feet 10 apoint for comer at Ibe be]' to the left bavina' radius oC 1,637.00
&et; THENCE, coolimrinS lionS said canoe 10 the 1dI, having ncentral angle of 05·47'20 II. £ £ N87"S0'12"W, adlllC'd dislanc:eort65.J3 rec.t,and an IIICdisllllCC or 165.40 feet tolbe
pou\YOt TJlENCE, S89"16W'W•• distJnQ:oC41134 feet to. point for comcr on the Easta\y line oM3OiI!f TIiMCB, NOO'IlZ2"W, continuingaIoPg said Elderly line 9232 teet 10 a comer on the 􀁎􀁃􀁉􀁤􀁉􀁉􀁤􀁾􀀠
Dooley Road; '1'III!NCE,.sW41'S4"\V,continuing along said Northerly Iinc ofDoo1cy Road, a distance of 10S.72 poiot Corc:omer; Bx!tlblt B • Page 8 of 10 97084 026lifi 
This is 10 ocrtil'J dill! die abo\'e dcseripl"'" ................... IIUIII ...""" die ground sun'q' coodUCIed under 111)' DATE: 􀁾J) (/􀁾􀀠􀀹􀀷􀀰􀁂􀁾􀀠026ij5 i I ! I I I I,, , I ..
THENCE, N56"3TtS"W. continuing 􀁾􀁧􀁾􀁯􀁲􀁴􀁨􀁣􀁲􀁬􀁹􀀠linc ofDooley Road. adistance of25.41 f= \0 lite pOINT onlGl\'OON<i. andCCllllllitila!l 􀁝􀁉􀁓􀀮􀁾1«\or 4.492 aCICS ill the meteS
and bounds recited. ,I . 􀁾􀀠$IIpcnision. 􀁁􀁹􀁵􀁾􀁾􀀦􀁌􀀮􀁳􀀺,[)o t_Surw1JorRqji1lrIlionNo.2910 Appmal: tcxas1oft,p1bAulhorilY --F.xI!!bit B-Page 9 of 10 ': : 
.. _y. '. Being 13,649lq1W'11 idor0.313 􀁩􀁮􀁖􀁾􀀷􀀱􀀰􀀱􀁯􀀮􀁐􀀮􀀱􀀳􀀹􀀱􀀬􀁄􀁥􀀡􀁤􀀠SIIIYCY, AbsIDI1 '192 and de B. Cook pllllieularly dcscribr.d IIfollows: 2,41I,877.80NAD8381111 VSC&GS
􀀧􀁾􀀮􀀳􀀴URI tnct as CO!\\lII)'ed to the City ofAddison by deed lI.l0n!cd • THENCE. NOO"21'59"W.....􀁳􀁡􀁩􀁤􀁂􀁡􀁳􀁬􀁣􀁤􀁹􀁬􀁩􀁮􀁥􀁾􀁾􀀠to aset 5/8 inch 11l1li m!, apoint for comer
at tho lqillDing ofaI1OII-taDpIIt curve to the lefthwinga THENCE. bMagsaidPa.\y liIIIIofDooley Road, 􀁾􀀠􀁾a central angle o£l2"S3'23". acIIO!II qaW&of828"'6'02"B, a chord disbmcc comer
011 said Easterly line ofDooJey THENCE, _said Eas!cdy IiDc ofDooley Road, S89"42'S4"W, 􀁡􀁾􀀬􀁲􀀺􀀠􀀧􀀺􀁁􀁾􀁏a lilt 518 iIICb iron rod, a poinI AIr COI1\Cf 01 dIo IIcgillllirIB ofatanpt
OUM to the left haYiIis aradius of 1lIENCB. 􀁾said Eas!IIIy &nil ofDooJey Road, tiona said CUI\IC to die 􀁾naYI\'IJ 􀁾,..........' bcariIIgofN29"S8'33"W,adlotddstDnce of152.81 filet,
and an arcdislaticcONJ!6'J)ttt 10, rot _lIdIo.....ofa IInpt OUM to die right having a ndius of339.30 'l'JII'.NCE, "saidaII'\IC to dlc 􀁾iIItvbI&a_.ofll"Sl38",acbord of1O••",8IIII111In:cIiIIIIIee
of70.93 feet to the POINT OF BIGINNlNG. and _ in die1IICIIS and bomIdt n:cIkd. "W, a d!ord distaIIcc 􀀮􀁾􀁦􀁩􀁬􀁣􀁴􀁯􀁲􀀰􀀮􀀳􀀱􀀳􀀠"T-.said caIIo:I36S.34 _tmct being 0IIt ofthe Wm. J..oma..t
aninIl1o CityofAddisoll. Dallas County. 1'IIIasand bciI!g mom SaIiaD"ARP 1966" with COOIdilIatt;rsofN 7,038,lSS.36-E ofN 7,039,062.68-E 2,478,161.73 NAD83) BEGINNING,II a set 5/8" iIon
m!, a .J...P IiDc ofDoolIIY Road (widIh varies), said poinIlying 'NOO"l1'W'W,IJ7.B2 filet mm die 􀁾􀁾􀁾􀀠lID IIOItbcast illtlxSCClion of&aid Dooley P.QId1l1d Keller Sprinas Road (SO
filet wido); This is IOcatifjthat the abcM: dcscripticm was pll\!llr.d &om &1\ ell the tp'OIIIII.f SlIM)' 􀁃􀁏􀁉􀁉􀁤􀁵􀂥􀀬􀁾􀁾􀀠􀁾Jt'. 􀁾􀀧􀀱􀁁􀀭DATE: I} 1',17 A)'ub R. SaniIha. P.BJtP.L.S.
TClIIIS 􀁾RcgisIrIIioII No. 2910 ApptcwaI:T_TumpikoAudloriC.y __ &bjbit B • Page 10 ot 11) 􀁪􀀺􀁜􀁲􀁥􀁜􀀸􀀸􀁓􀀴􀁓􀁜􀀴􀁾􀁴􀁲􀁵􀀲􀀮􀁥􀁡􀁳􀀠􀀹􀁾􀀰􀀸􀁩􀁪􀀠026ij6 
}..lHOO::) SV"'IIO " 􀁾􀁈􀀳􀀱􀀧􀀳􀀠J-l tlOO!! .􀀩􀁉􀀺􀀺􀁬􀁏􀀬􀀧􀁲􀁬􀀧􀁾􀀠Il:W3 . &l :Ol WV 6􀁾lIdVLi . .03":11..3 • -