.. 
---__________________________________ _ ADDisoN Public Works I Engineering 16801 Westgrove· P.O. Box 144 Addison, Texas 75001 Telephone: 12141 45()'2871 • Fax: 12141931-6643 GENTLEMAN:
DATE /L/Lg/qS-I JOB NO. AITENTION I j(t"""" VI'7::Ini P RE: ' . -J􀁲􀀴􀀯􀁮􀀤􀀯􀁾􀀠 Ce..fo? 1e'.Y fl-ro,oah. ZiJ&< /II WE ARE SENDING YOU 􀁾􀁴􀁴􀁡􀁣􀁨􀁥􀁤􀀠 o Under separate cover via
_________ the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications D____________􀁾Il!(COpy of letter o Change order ______________ I /2/1-7195 ./􀁊􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀁪
􀀭􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 ......􀀭􀁾􀀮􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀠 _____-i______-L____J________________􀁾________________________________􀁾􀀠 THESE ARE TRANSMITTED as
checked below: o For approval 0 Approved as submitted o Resubmit ____copies for approval ,O{For your use 0 Approved as noted o Submit copies for distribution ){As requested 0 Returned
for corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US COPYTO __􀁾􀁾􀁾􀂷􀁾􀀮􀁾􀁛􀁾􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
SIGN.", 4,;;/􀁍􀀺􀀯􀁾􀁨􀀭 . .1/If enclosures are not as noted. please notify us at once. 
PUBLIC WORKS DEPARTMENT (214) 450-2"71 16801 We$tgrnve December 27, 1995 Mr. David C. Schulze Dallas Area Rapid Transit 1401 Pacific Avenue Dallas, Texas 75266 Re: Addisnn Transit Center
Dear David: Attached are the two original copies of the Imerlocal Agreement of Purchase and Sale of Real Property executed by the town of Addison. As requested, we have added all the
required attachments. The metes and bounds descriptions are all sealed and based on field surveys. Please note that the areas for the Transit Center/pinnell Property and the Arapaho/Pinnell
Property are slightly different from the areas shown in the Agreement. The areas shown in the Agreement were from descriptions based on deeds and not on field surveys; which is probably
why the areas changed. If you have any questions please call me at 450-2879. Sincerely, 􀁦􀁤􀀪􀀬􀁾􀁾􀀺􀀺􀁩􀁨􀁾􀁾 Engineering Attachments CC: Ken Dipple, Cowles & Thompson 
·. THE STATE OF TEXAS } 􀁦􀁦􀀵􀁊􀁾􀀠 KNOW ALL MEN BY THESE PRESENTS; COUNTY OF DALLAS t ({J) \f' \1 INTERLOCAL AGREEMENT OF PURCHASE AND SALE OF REAL PROPERTY THIS AGREEMENT, made and
entered into by DALLAS AREA RAPID TRANSlT, a regional transportation autbority created pursuant to Chapter 452 of the Texas Transportation Code (Formerly article 1118y of the Texas Revised
Civil Statutes), ("DART"), and the TOWN OF ADDISON, a Texas home rule municipal corporation, ("City"), WITNESSETH: WHEREAS, the City proposes to acquire certain real property within
the City for the relocation of a public road known as Arapaho Road (the "Arapaho Property"); and, . :,:\. WHEREAS, DART proposes to acquire certain real property within the City and
adjacent to the Arapaho Property for the development ofa transit center (the "Transit Center Property"); and, t WHEREAS, in"the best interest of the taxpayers of the City and of DART,
it is more economical for the City and DART to jointly acquire the respective properties; and, WHEREAS, pursuant to sections 452.055(a) and 452.057 of the Texas Transportation Code and
the Interlocal Cooperation Act, Chapter 791, Texas Government Code, the City and DART desire to enter into this !nterlocal Agreement to coordinate the simultaneous acquisition of the
Arapaho Property and the Transit Center Property; . " NOW THEREFORE, for and in consideration of the mutual promises and covenants herein made, the benefits flowing to each of the parties
hereto and other good, and valuable consideration, DART and the City do hereby agree as follows: • 1. Property Descriptions. The Moses and Cline Property: 3.877 acres more or less of
land out of the G. W. Fisher Survey, Abstract No. 482 in Dallas County, Texas more particularly described in Exhibit "AU attached hereto and depicted on the plat marked Exhibit "G" attached
hereto. The Pinnell Property: 2.2232 acres more or less of land out of the G. W. Fisher Survey, Abstract No. 482 in Dallas County. Texas more particularly described in Exhibit "B" attached
hereto hereto and depicted on the plat marked Exhibit "G" attached hereto. The Transit CenterlMoses and Cline Tract: 2.511 acres more or less of land out of the Moses and Cline Property,
more particularly described in Exhibit "C" attached hereto and depicted on the plat marked Exhibit "G" attached hereto. The Transit CenterIPinnell Tract: lAO acres of land. more or less
out of the Pinnell Property, more particularly described in Exhibit "0" attached hereto and depicted on the plat marked Exhibit "G" attached hereto. Page 1 of5 
The ArapaholMoses and Cline Tract: 1.367 ac,es of land, more or less out of the Moses and Cline Property, mOre particularly described in Exhibit "E" attached hereto and depicted On the
plat marked Exhibit "G" attached hereto. The ArapaholPinnell Tract: 0.7932 acres of land, more or less out of the Pinnell Property, more particularly described in Exhibit "F" attached
hereto and depicted on the plat marked Exhibit "G" attached hereto. 2. Property Acquisition. City and DART agree to jointly acquire and pay for the Pinnell Property and the Moses and
Cline Property, (sometimes hereafter jointly the "Properties'1 by negotiation if possible, by eminent domain if necessary. Title to the Properties will initially be vested in the City
with a simultaneous reconveyance of the Transit CenterlMoses and Cline and Transit CenterlPinnell Tracts to DART. 3. Acquisition Duties and Responsibilities. 3.0 I. City. In connection
with the acquisition ofthe Properties, the City shall be responsible for the following: a. Secure a boundary survey of each of the two (2) Properties and the four (4) Tracts which will
be used in all contracts, deeds and legal documents necessary for the acquisition ofthe Properties. The cost of the boundary surveys shall be paid by the City and not allocated pursuant
to Section 4.02. '. b. Order a commitment for an owner's policy of title insurance for each ofthe Properties from Safeco Land Title Company, (the "Title Company'1. Each party shall pay
the cost of owner's title insurance policies for its respective tracts at Closing. c. Provide to DART copies of the City's appraisals of the Properties and authorize the appraiser to
work directly with DART attorneys in eminent domain proceedings for the acquisition of the Properties; if necessary. The cost of the appraisals shall be paid by the City and not allocated
pursuant to Section 4.02, but the cost for eminent domain preparation and testimony shall be allocated pursuant to Section 4.02. ,. 3.02. DART. In c01U1eetion with the acquisition ofthe
Properties, Properties, DART shall be responsible for the following: a. DART real estate. relocation and legal staff personnel will represent both DART and the City in the acquisition
process, including. but not limited to (i) making the initial Agreed Offer of fair market value; (ii) negotiations of administrative settlements; (iii) initiating and completing eminent
domain proceedings, if necessary; (Iv) arranging and supervising hazardous materials remediation, if necessary; (v) providing for demolition of improvements; and (vi) handling all relocation
services. Except for legal counsel, DART staff time will be without further charge to the City in consideration of services performed and to be performed by City staff and others and
previously paid for by City. DART legal counsel time will be billed in accordance with the schedule offees attached as Exhibit "H" attached hereto, and the cost will be allocated as
provided in Section 4.02. b. DART has completed a Phase I HazMat investigation of the Properties for which no charge will be made to the City. Actual HazMat remediation costs, if any,
shall be allocated pursuant to Section 4.02. Al,)l)..ILA; Rev: 12..06-9S Page 20fS 
4. Allocation and Payment of Purchase Price and Costs. The purchase price (whether negotiated or by eminent domain) and the below listed acquisition costs for the Properties shall be
allocated between the City and DART in the percentages set forth in Section 4.02: 4.01. Costs. The term "Costs" shall mean and include: (i) actual HazMat remediation costs; (ii) actual
improvement demolition costs; (iii) actual relocation expenses; (iv) actual professional witness expenses for preparation and testimony at eminent domain commissioner's hearings and
jury trial, as necessary; (v) court costs; (vi) attorney fees based on the schedule in Exhibit "H"; (vii) any other actual acquisition expenses not specifically identified in this agreement.
4.02. Allocation. a. For acquisition of the Moses and Cline Property, DART shall pay 65% of the purchase price and Costs and the City shall pay 35% of the purchase price and Costs. b.
For acquisition of the Pinnen Property, DART shall pay 65 % of the purchase price and Costs and the City shall pay 35% of the purchase price and Costs. 4.03. Payment. a. Negotiated Purchase.
In the event the parties are able to negotiate an agreed purchase contract with one or more of the Property owners, each party shall pay its allocated share of the purchase price and
Costs at the closing. EXCEPT, HOWEVER, that any Costs Or other expenses of the acquisition not reflected in the agreed purchase contract or on the closing statement shall be paid by
the obligated party within a reasonable time after such Costs and expenses are incurred and the party is notified thereof. b. Eminent Domain. In the event the parties are forced to acquire
by eminent domain one or more of the Properties, each party shall pay its allocated share ofthe commissioners awardl jury verdict, together with all Costs then accrued at the time the
amount of the award or jury verdict is paid into the registry of the court. Any Costs or expenses not known at the time the awardlverdict is paid shall be paid by the obligated party
within a a reasonable time after such Costs and expenses are determined. 5. Agreed Offer. Based upon the City's appraisals of the each of the Properties, the parties will concur in an
offer of fair market value to be initially offered for each Property, (the "Approved Offer Amount''). DART, for itself and the City shall initiate negotiations for the purchase of the
Properties by offering the Approved Offer Amount to each Property owner. 6. Administrative Settlement. In the event DART staff is unable to acquire either of the Properties for the Approved
Offer 􀁁􀁭􀁯􀁵􀁮􀁾􀀠but is able to negotiate a purchase price for one or both which the staff determines is fair, just and reasonable, it sball recommend said negotiated price as an
Administrative Settlement, to the DART Board and the City Council of City, who shall have thirty (30) days after receipt of such recommended Administrative Settlement to approve or disapprove
the Administrative Settlement. As a part of the submission of a proposed Administrative Settlement, Settlement, the DART staff shall furnish to DART and the City the staff's written
justification/explanation of the basis of the proposed Administrative Settlement amount. Before an agreed purchase contract may be tendered to a Property owner, both the DART Board and
the City Council must agree to the amount of the Admiuistrative Settlement. 7. Eminent Domain. In the event the DART staff is unable to negotiate the purchase of either or both of the
Properties for the Approved Offer Amount or any approved Administrative Settlement Amount, and upon Page 30[5 
receipt from DART and the City Council ofCity of appropriate eminent domain resolutions, DART legal staff shall promptly proceed to acquire the Properties in the name ofDART and the
City through eminent domain proceedings, If the amount of the award of special commissioners should exceed the Approved Offer Amount by more than twenty percent (20%), either party shan
have the right to require the filing of objections to such award, After objections are filed to the award of special commissioners, both the City and DART must approve any settlement
of the case that would cause an increase in the amount of the purchase price to be paid for the condemned Properties. 8. Closing. The closing of an agreed purchase of one or more of
the Properties under this agreement ("Closing") shall take place at the offices of the Title Company, or at such other place as the parties may agree as provided in the agreed purchase
contract. 9, Contact Persons. Each party shall designate a person through whom all contact shall be directed to the other party in connection with the matters herein contemplated (the
"Contact Person"). The initial Contact Person for DART shall be Herman Wardlaw, Acting Manager of Real Estate and the initial Contact Person for the City shall be John Baumgartner, Director
of Public Works for the City. DART or the City may change Contact Persons by notice to the other party. 10. Federal Transit Administration Approval. With respect to DART, this Agreement
is subject to prior approval by the Federal Transit Administration ("FTA"). DART shall diligimtly pursue and use its best efforts to seCure such approval and shall notifY the City immediately
upon a determination by FTA. II. Termination. This Agreement shall terminate Ca) if the FTA fails or refuses to approve this transaction, or (h) if the DART staff is unable to acquire
either of the Tracts in accordance with the provisions herein set forth. Upon' termination, neither of the parties shall have any further rights, duties or obligations hereunder, 12.
Miscellaneous. 12.01. Notice. Any notice required or permitted by this Agreement shall be in writing and shall be given to the party at the address set out below, or to such other address
as the party shall designate by notice to aU other parties. ' DART: P.O. Box 660163 ballas, Texas 75266 Attention: DART Contact Person with a copy to the General Counsel at the same
address City: P,O. Box 144 Addison, Texas 75001 Attention: City Contact Person Any notice shall be deemed to be effectively given when mailed by United States Registered or certified
mail with postage prepaid and address as herein set forth, or when actually received by the party to whom addressed. 12.02. Entirety and Amendments. This Agreement embodies the entire
agreement between the parties and supersedes all prior agreements and understandings, if any, relating to the matters contained herein and may be amended or supplemented only by a written
instrument executed by all parties. Page 40f5 
12.03. Governing Law and Venue. This Agreement shall be construed under and in accordance with the laws of the State ofTexas and venue for any legal action arising out of this Agreement
shall be in Dallas County, Texas. . 12.04. Parties Bound. This Agreement shall be binding upon and inure to the benefit of the parties and their respective approved successors and assigns.
12.05. Assignment. This Agreement may not be transferred or assigned by either of the parties without the prior written concurrence ofthe other party. 12.06. Effective Date. The Effective
Date of this Agreement shall be the date the Agreement is signed by the last ofthe parties. EXECUTEDBYDARTthis 􀀴􀁾􀀠dayof 􀁊􀁱􀁜􀀧􀁜􀁶􀁯􀀮􀁲􀁾􀀠 ,199"/. DALLAS AREA RAPID TRANSIT 􀁂􀁙􀀺􀁒􀁏􀁾
ffPresidentlExecutive Director !.;. 􀁅􀁘􀁅􀁃􀁕􀁔􀁅􀁄􀁂􀁾􀁃􀁉􀁔􀁙􀁴􀁨􀁩􀁳􀀠,f111iaYOf 􀁄􀁅􀁃􀁅􀁍􀁾􀀠,1995. 􀁾TOWN OF ADDISON By: R l " ) 􀁾􀀽􀀠 j __"'-D \ Printed-:'ame: --.,.. " Title:
;.nn.l1.A: Rev: 12-06-95 Page:; of5 
EXHIBIT "N COMBINED LAND DESCRIPTION ARAPAHO ROAD/MCM COMPANY TRACT TOWN OF ADDISON, COUNTY OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 482 BEING a tract of land situated in the
G.W. Fisher Survey, Abstract No. 4S2, Town of Addison, Dallas County, Texas and being a portion of several tracts of land as described in instruments to MCM Company as recorded in Volume
78212, Page 3704; Volume 82179, Page 1554; Volume 82179, Page 1559; Volume 84008, Page 1944 and Volume 84133, Page 0532 of the Deed Records, Dallas County, Texas, and being more particularly
described as follows: COMMENCING at a 5/8 inch iron rod found at the southwest corner of the tract of land described in said instrument recorded in Volume 84133, Page 0532 of the Deed
Records of Dallas County, Texas, said point also being the southwest corner of a tract of land described in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207,
Page 3192 of the Deed Records, Dallas County, Texas, said point also being on the north right-of-way line of Arapaho Road: THENCE North 01 degree 47 minutes 22 setonds East along the
westerly line of said Southwestern Bell Telephone Company tract and a easterly race of an existing building wall adisiance of 100.00 feet to a point for a corner, said point being the
northwest corner of the Southwestern Bell tract and the POINT OF BEGlNNING of this tract; THENCE continuing Nprth 01 degree 47 minutes 22 seconds East along said easterly face of a building
wall and westerly line of said'MCM Company tract a distance of 223.36 feet to a 1/2 inch iron rod set with "HuittZollars" cap for most westerly northwest corner of said MCM Company tracti
THENCE North 44 degrees 25 minutes 50 seconds East along a northwesterly line of said MCM Company tract a distance of 13.77 feet to a 1/2 inch iron rod found for a corner; THENCE North
00 degrees 03 minutes 45 ·s.econds West along a westerly line of said MCM Company tract a distance of 38.17 feet to a 1/2 inch iron rod found for a corner on the southeasterly right-of-way
line of the Dallas Area Rapid Transit Properly Acquisition Corporation(DART) tract as recorded in Volume 91008, Page 1390 of the Deed Records of Dallas County, Texas, said,,point being
the northwest corner of said MCM Company lract; THENCE North 66 degrees 25 minutes 50 seconds East along the southeasterly right-of-way line of said DART lract and northwesterly line
of MCM Company tract a distance of 665.58 feet to a 1/2 inch iron rod set with "Huitt-Zollars" eap for a corner On the west right-of-way line of Quorum Drive (80 foot wide right-of-way)
as established by instrument to the Town of Addison, Texas as recorded in Volume 82149, Page 024O of the Deed Records of Dallas County, Texas; THENCE South 00 degrees 11 minutes 10 seconds
East along the west right-of-way line of Quorum Drive a distance of 300,97 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap for a corner; THENCE North 54 degrees 50 minutes 08
seconds West a distance of 23.14 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap cap at the beginuing of a non-tangent curve to the left, having a central angle of 3 degrees
29 minutes 00 seconds, a radius of 848.00 feet, and being subtended by a 51.55 foot chord bearing South 68 degrees 05 minutes 43 seconds West; THENCE Southwesterly along said curve to
the left an arc distance of 51.55 feet to a 1/2 inch rod set with "Huitt-Zollars" cap at the point of tangency of said curve; THENCE South 66 degrees 21 minutes 13 seconds West a distance
of 60.80 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap at the point of curvature of a curve to the'right, having a central angle of 11 degrees 28· minutes 42 seconds, a radius
of 260.00 feet, and being subtended by a 52.00 foot chord bearing South 72 degrees 
05 minutes 34 seconds West; THENCE Southwesterly along said curve to the right, an arc distance of 52.09 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap at the point of reverse
curvature of a curve to the left, having a central angle of 11 degrees 28 minutes 42 seconds, a radius of 24D.OO feet, and being subtended by a 48.00 foot chord bearing South 72 degrees
05 minutes 34 seconds West; , THENCE Southwesterly along said curve to the left an arc distance of 48.08 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap at the point of tangeocy
of said curve; THENCE South 66 degrees 21 minutes 13 seconds West a distance of299.54 feet t6 a 1/2 inch iron rod set with "Huitt-Zollars" cap at the point of curvature of a curve to
the left, having a central angle of 8 degrees 42 minutes 30 seconds, a radius of 178.00 feet, and being subtended by a 118.13 foot chord bearing South 61 degrees 59 minutes 58 seconds
West; THENCE Southwesterly along said curve to the left an arc distance of 118.25 feet to a 1/2 inch iron rod set with "Huitt-Zollars' cap on the north line of said Southwestern Bell
Telephone Company tract; THENCE North 89 degrees 36 minutes 43 seconds West along the north. line of said Southwestern Bell Telephone Company tract a distance of 31.32 feet to the POINT
OF 􀁂􀁅􀁇􀁾􀁎􀁇􀀻􀀠 CONTAINING 168,918 square feet ofland, more or less. \ For Huitt-Zollars, Inc. 􀁅􀀵􀁪􀁴􀁾 Registered Professional Land Surveyor Texas Registration No. 4862 Huitt-Zollars,
Inc. 3131 McKinney Avenue Suite 600 Dallas, Texas 75204 (214) 871-3311 
EXHIBIT'B" COMBINED LAND DESCRlPTION ARAPAHO ROAD/ABP INVESTMENT #lll, LTD. TRACT TOWN OF ADDISON, COUNTY OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 482 BEING a tract of land
situated in the G.W. Fisher Survey, Abstract No. 482, Town of Addison, Dallas County, Texas and being a portion of a tract of land described in instrument to ABP Investment #lll, Ltd.
as recorded in Volume 82108, Page 2694 of the Deed Records of Dallas County, Texas, and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod found at the southeast
corner of said ABP Investment #III, Ltd. (ABP) tract, same being the southwest corner of a tract of land described in instrument to Southwestern Bell Telephone Company as recorded in
Volume 86207, Page 3192 of the Deed Records, Dallas County, Texas, said point also being on the north right-of-way line of Arapaho Road; " :, THENCE North 44 degrees 31 minutes 05 seconds
West along the southwesterly line of said ABP tract and northeasterly right-of-way line of Arapaho Road a distance of 21.18 feet to a cut cross set for a corner on the westerly line
of said ABP tract and east right-of-way line of Addison Road (60 foot wide right-of-way) as dcscribed in deed to the City of Addison recorded in Volume 334 Page 0106 of the Deed Records
of Dallas County, Texas; , . THENCE North 00 degrees 17 minutes 50 seconds East along the westerly line of said ABP tract and easterly right of way line of Addison Road a distance of
112.35 feet to a 1/2 inch iron rod set with "Huitt-Z<lllars" cap on the northwesterly line of said ABP tract; THENCE North 66 degrees 25 minutes 50 seconds East along the northwesterly
line of said ABP tract a distance of 282.45 feet to a 1/2 inch iron rod set witll "Huitt-Zollars" cap; THENCE South 84 degrees 55 minutes 10 seconds East 􀁡􀁬􀁾􀁮􀁧􀀠the northerly line
of said ABP tract a distance of 80.00 feet to an 􀀢􀁾􀀧􀀠cut set in concrete; . THENCE North 60 degrees 25 minutes 50 seconds East along the northwesterly line of said ABP tract a distance
of 80.00 80.00 feet to a 5/8 inch iron rod found; THENCE North 44 degrees 25 minutes 50 seconds East along the northwesterly line ofsaid ABP tract a distance of 66.23 feet to a 1/2 inch
iron rod found with "Huitt-Zollars" cap for a corner; THENCE South 01 degrees 47 minutes 22 seconds West along the easterly line of said ABP tract and easterly face of an existing building
wall a distance of 323.36 feet to the POINT OF BEGINNING; CONTAINING 􀀹􀀶􀀬􀀸􀁾􀀸􀀠square feet of land, more or less. For 􀁈􀁕􀁩􀁴􀁴􀀭􀁾􀁚􀁯In􀁬c.􀁬 􀁡􀁲􀁳 Huitt-Zollars Inc. 􀀼􀀮􀀮􀀮􀀮􀁾􀁟􀀮􀁭􀁟􀀮􀀠
<' \--z..I'1..I0/"'';)3131 Mckinney Ave. Eric J. ah dy Suite 600 Registered Professional Land Surveyor Dallas, Texas 75204 Texas Registration No. 4862 (214) 871-3311 G:\PROJ',o117n01V)5\EXUmrr
.8 
EXHIBIT'C' TRANSIT CENTER/MCM COMPANY TRACT TOWN OF ADDISON, COUNTY OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 482 BEING a tract of land situated in the G.W. Fisher Survey, Abstract
No. 482, Town of Addison, Dallas County, Texas and being portions of tracts of land described in instruments to MCM Company as recorded in Volume 78212, Page 3704; Volume 82179, Page
1554; Volume 82179, Page 1559, and Volume 84133, Page 0532 of the Deed Records, Dallas County, Texas, and being more particularly described as follows: COMMENCING at a 5/8 inch iron
rod found at the southwest corner of the tract of land described in said instrument recorded in Volume 84133, Page 0532 of the Deed Records of Dallas County, Texas, said point also being
the southwest corner of a tract of land described in instrument to Southwestern Bell Telcphone Company as recorded in Volume 86207, Page 3192 of the Deed Records, Dallas County, Texas,
said point also being on the north right-of-way line of Arapaho Road; THENCE North 01 degree 47 minutes 22 seconds East along the westerly line of said Southwestern Bell Telephone Company
tract and the easterly face of an existing building wall a distance of lfJO.77 feet to a 1/2 inch iron rod set with "Huitt-Zollars' cap for a corner, in the westerly line of said MCM
Company tract, said point being the POINT OF BEGINNING of th.is tract;.:· THENCE continuing North 01 degree 47 minutes 22 seconds East along said easterly face of a building wall and
westerly line of said MCM Company tract a distance of 142.59 feet to a 1/2 inch iron rod set with "HuittZollars" cap for the 􀁭􀁯􀁾􀁴􀀠westerly northwest corner of said MCM Company tract;
THENCE North 44 degr'"e es 25 minutes 50 seconds East along a northwesterly line of said MCM Company tract a distance of 13.77 feet to a 1/2 inch iron rod found for a corner; THENCE
North 00 degrees 03 minutes 45 seconds West along a westerly line of said MCM Company tract a distance of 38.17 feet to a 1/2 inch iron rod found for a cOrner on the southeasterly right-of-way
line of the Dallas Area RapidTransit Property Acquisition Corporation(DART) tract as recorded in Volume 91008, Page 1390 of the Deed Records of Dallas Couniy, Texas, said point being
the northwest corner of said MCM Company tract; THENCE North 66 degrees 25 minutes 50 secoDds East along the southeasterly right· of-way line of said DART tract and northwesterly line
of said MCM Company tracts a distance of 665.58 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap for a corner on the west right-of-way line of Quorum Drive (80 foot wide right-of-way)
as established by instrument to the Town of Addison, Texas as recorded in Volume 82149, Page 0240 of the Deed Records of Dallas County, Texas; THENCE South 00 degrees 11 minutes 10 seconds
East along the west right-of-way line of Quorum Drive a distance of 167.33 feet to a 1/2 inch iron rod set ...ith "Huitt-Zollars" cap for a corner; THENCE South 36 degrees 13 minutes
52 seconds West a distance of 24.14 feet to a 1/2 inch irOD rod set with "Huitt-Zollars" cap for a corner, said point being the beginning of a non-tangent curve to the left, having a
central angle of 5 degrees 50 minutes 19 seconds, a radius of 942.00 feet, and being subtended by a 95.95 foot chord bearing South 69 degrees 16 minutes 23 seconds West; THENCE Southwesterly
along said curve to the left an arc distance of 95.99 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap for the point of tangency of said curve; THENCE South 66 degrees 21 minutes
13 seconds West a distance of 459.84 feet to the point of curvature of a curve to the left, having a central angle of 7 degrees 26 minutes 44 seconds, a radius of 862.00 feet, and being
subtended by a 111.94 foot chord bearing South 62 degrees 37 minutes 51 seconds West; 
·/.THENCE Southwesterly along said curve to the left an arc distance of 112.02 feel to the POINT OF BEGINNING, and CONTAINING 109,364 square feet ofIand, more or less. '. \ For Huitt-Zollars
Inc. 􀁾􀁾􀁾,,,h.d,,, Eric J􀀮􀁉􀁩􀁬􀁩􀁯􀁾􀀠 Registered Professional Land Surveyor Texas Registration No. 4il62 Huitt-Zollars Inc. 3131 Mckinney Ave. Suite 600 : Dallas, Texas 75204 .
(214) 871-3311 
\ :ii\ " \\ \ MCM COMPANY ,Wt,TRtm 􀁌􀁉􀁾􀁬􀁲􀂣􀁴􀀩􀀠PARTNI;!RSX1P \101...912:32 [lC.35311 ... ::::: :MCH'CoHPANy:::::::::::::::. ". VOL.8Z119 PG, 155-4···,···· .•••• 􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺
􀀺􀀺􀀻􀀺􀀺􀀺􀀮􀁾􀀺􀀮􀁾􀀺􀀺􀀺􀀺􀀺 􀀺􀁎􀀮􀀭􀁩􀁊􀁾􀀡􀀻􀀻􀀻􀀻􀀺􀀻􀀨􀀻􀀻􀀻􀁾􀀮􀀩􀀻􀀮􀀺􀀠... , ....... " ........ , .. , ..... , (;) Z f(f) X W = BASIS Of 1l£.lAIliGS, THE CENTm..ltlE 1!EAA1NG
Of' AAAJ>iJlO" ROAD AS pm PAVING UI'ROVlJI£!iT PLAN$ 􀁾 flLE AT m; TCMi (IF ADDISON. 001£, Hum-2OU.t\RS 􀀢_􀀢􀀢,􀀧t􀀢.􀀬...􀀢..,􀀮..􀁾."􀀬·.􀁾.,,􀂭 􀁾􀀠 pROJ>EAfY O'<?lERlSI Of ______________
􀁆􀀮􀁅􀁏􀁏􀀼􀀡􀁌􀀮􀀮􀀮􀀮􀁡􀀻􀁾 EZ2J tooSTAlJCT 100 [ASEmm STREET 􀁊􀀬􀁏􀁐􀁁􀂣􀁓􀁾􀁾􀁾􀁕􀀮􀁩􀁉􀁊􀁾􀁬􀀡􀁭􀀭􀀭􀀭􀀢􀀢􀀳􀀱􀂫􀀢􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀂭 SmVl.::Y.Jt.¥,J.JJll:IEfL,wat....._ OEEU 􀀧􀂫􀁘􀀮􀁩􀁒􀁉􀁅􀀧􀀭
􀁭􀁈􀁾􀀠􀁐􀁁􀁩􀁬􀁅􀁊􀁾􀁡􀀮􀀠HAPSto 􀁒􀁕􀁾􀀱􀀮􀂣􀀮􀁥􀀠E.3 REMAII¢EA N\lO·OO'OO·V*oOO.OO· aEJ$llNG 00 QIS1.1.tICE SIJEOIVISICtl-____________I'U. ffl>.-..JmE_ LOT 􀁏􀁏􀀮􀁟􀁾 IRS IRe« st. 􀁾􀀠 \w"E 􀁐􀁒􀁏􀁦􀁅􀁡􀁔􀁙􀁟􀀭􀁚􀁾􀀡􀁩􀁚􀀮􀀮________
PAAta »lEAS 􀁟􀀭􀀮􀀱􀁾________ 􀁦􀁦􂂬􀁟􀁾􀁟Pf.fl.IWal EASOIEKt ____ WlSiRI.IC11(lf WDf.ilH__________ ftEJLl.ll!1)ER 􀁅􀁁􀁓􀁏􀁐􀁔􀁓􀀩􀁟􀁾____ EXHIBIT "C" 
EXHlBlT"D" TRANSIT CENrER/ABP INVESTMENT #1lI, LTD. TRACT TOWN OF ADDISON, COUNTY OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 482 BEING a tract of land situated in the G.W. Fisher
Survey, Abstract No. 482, Town of Addison, Dallas County, Texas and being a portion of a tract of land described in instrument to ABP Investment #III, Ltd. as recorded in Volume 82108,
Page 2694 of the Deed Records of Dallas County, Texas, and being more particularly described as follows: COMMENCING at a 5/8 inch iron rod found at the southeast corner of said ABP InveStment
#Ill, Ltd. (ABP) tract, same being the southwest corner of a tract of land described in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the
Deed Records, Dallas County, Texas, said point also being on the north right-of-way line of Arapaho Road; THENCE North 89 degrees 35 minutes 00 seconds West along the southcrly line
ofsaid ABP tract and northerly right-of-way line of Arapaho Road a distance of 430.16 feet to to an "t' cut set in concrete for the most southwesterly corner of said ABP tract; THENCE
North 44 degrees 31 minutes 05 seconds West along the southwdterlY line of said ABP tract and northeasterly right-of-way line ofArapaho Road a distance of 21.18 feet to an "t" cut set
in concrete for a comer on the westerly line of said ABP tract and east right-of-way line of Addison Road (60 foot wide right-of-way) as described in deed to the City of Addison recorded
in Volume 334 Page 0106 of the Deed Records of Dallas County, Texas; _\ THENCE North 00 degrees 17 minutes 50 seconds East along the westerly line of said ABP tract and 'easterly right
of way line of Addison Road a distance of 27.66 feet to an "t' cut set in concrete for the POINT OF BEGINNING; THENCE North 00 degrees 17 minutes 50 seconds East along the westerly line
of said ABP tract and easterly right of way line of Addison Road a distance of 84.69 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap at the northwest corner of said ABP tract;
\ THENCE North 66 degrees 25 minutes 50 seconds East along the northwesterly line of said ABP tract a distance of 282.45 feet to a 1/2 inch iron rod set with "Huitt-Zollars" 'cap; THENCE
South 84 degrees 55 minutes 10 seconds East along the northerly line of said ABP tract a distance of 80.00 fcet to an "t' cut set in concrete; THENCE North 60 degrees 25 minutes 50 seconds
East along the northwesterly line of said ABP tract a distance of 80.00 feet to a 5/8 inch iron rod found; THENCE North 44 degrees 25 minutes 50 seconds East along the northwesterly
line of said ABP tract a distance of 66.23 feet to a 1/2 inch iron rod found with "Huitt-Zollars" cap for a corner; THENCE South 01 degrees 47 minutes 22 seconds West along the easterly
line of said ABP tract and easterly face of an existing building wall a distance of 142.59 feet to a 1/2 inch iron rod found with "Hultt-Zollars" cap, said point being the beginning
of a non-tangent curve to the left, having a central angle of 3 degrees 28 minutes 05 seconds, a radius of 862.00 feet, and being subtended by a 52.17 foot chord bearing South 57 degrees
10 minutes 27 seconds West; THENCE Southwesterly along said curve to the left an arc distance of 52.18 feet to a point for reverse curvatUIe of a curve to the right, having a central
angle of 14 degrees 04 minutes 51 seconds, a radius of 778.00 feet, and being subtended by a 190.72 foot chord bearing South 62 degrees 28 minutes 50 seconds West; G:\Ntol'1Ol '1"nIJ
I'.o.ru:.:xumrr.D 
THENCE Southwesterly along said curve to the right an arc distance of 191.20 feet to a PK nail set in asphalt paving for the point of compound cUnlature to the right, having a central
angIe of 15 degrees 55 minutes 47 seconds, a radius of 240.00 feet, and being subtended by a 66.51 foot chord bearing South 77 degrees 29 minutes 09 seconds West; THENCE Westerly along
said curve to the right an arc distance of 66.73 feet to a point for reverse curvature to the left, having a central angle of 8 degrees 15 minutes 30 seconds, a radius of 260.00 feet,
and being subtended by a 37.44 foot chord beating South 81 degrees 19 minutes 18 seconds West; THENCE Westerly along said curve to the left an arc distance of 37.48 feet to an "x" cut
set in concrete for the point of reverse cUnlature to the right, having a central angle of 8 degrees 44 minutes 10 seconds, a radius of 768.00 feet, and being subtended by a 116.99 foot
chord bearing South 81 degrees 33 minutes 38 seconds West; THENCE Westerly along said cUnle to the right an arc distance of 117.10 feet to an "x" cut set in concrete; THENCE North 46
degrees 30 minutes 48 seconds West a distance of 27.38 feet to the POINT OF BEGINNING; CONTAINING 63,247 square feet of land, more or less. l,. \ For Huitt-Zollars, Inc. 􀁅􀀵􀀺􀀻􀀮􀁾􀁡􀁨􀁾􀀼
Registered Professional Land Surveyor Texas Registration No. 4862 Huitt-Zollars, Inc. 3131 McKinney Avenue Suite 600 Dallas, Texas 75204 (214) 871-3311 . . 
_________ _ 8 ABP INVESTMENT * III, LTD. CURVE DATA l ._Cimrf I dngr \ \ \ \ \\ . \ 􀁾􀀠 • 􀁾􀀠 flADlUS 􀀻􀀱􀀱􀀤􀁾􀀲􀁇􀀠 r;'lllllNl; <, 􀀰􀀳􀂷􀀲􀁥􀀧􀁯􀁾􀂷􀀠 52.18' lUl2;.OO· 5:57°10'2;7""
!JZ.I1': !,oO.'O:I" , 191,zo' 11e.OO' 562;-,,!!;'50"Y " !SO.n' 0> 􀀱􀁾􀀧􀀵􀀡􀀾􀀧􀀠41' !'iG.13' 2<10.00' S17"Z9'09-Y BB.tSl' 􀁏􀁓􀂷􀁉􀀢􀂷􀁾􀁏􀂷􀀠 :37.46' 260"00' 55'"!1l'16"V J1."", G>
" OO""A'iO· 111.10' 16e.oo· 􀁳􀁥􀁬􀀧􀀻􀀧􀁊􀀧􀀳􀁾􀁾􀁾􀀠􀀱􀀡􀀵􀀮􀁾􀁾􀁾􀀠 '0") '" 􀁾􀀠 IU a"": I (j) ro "" >W >a: ::) (j) a: w ::r: (j) "OASIS (f' 8£AAINliSI U£ tE/itEFU.!te 9EJ.RING OF
WPAHO ROAD AS PER 􀀭􀀭􀀭􀀭􀀽􀀾􀀴􀁴􀀺􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀬􀁾 PAYING 􀁉􀁾􀁔 PlANS 0It flU:: ,1,1 tm.: lOW 01' AIX.lISOH. NOlEl ADJAcetr PFKIf!tRfY a.mJIS ARE O'o'HU\S Of iIf«Wl AS (If;T£RMlllEti
$'I' OCOR AND OTHER PUB!.I¢ R£COOOS I£Z1 COO$TRVCTjOO 􀁅􀁾􀁾􀁔􀀠 I!!ill """'NOQ'OO'OO"YwOOO.t/O' WSlIHG AH!J OISTIJI;;£ IRS !ROO ROO SET I, 􀁾􀁦􀁬􀀧􀀠J. Y,""'"',, ,0 ,.», Il>,nt...􀁾􀀠
't.,...Io",1 LOM kn".f, 4. 􀁾􀀧􀀧􀀧􀀧􀁲􀀠,..10.. lUI 􀁉􀁾􀁨􀀠rid n. pHu•• j r."". ''''''1 􀁟􀁾􀀮􀀠 .n I'" .'_ ""f...........􀁴􀁬􀁨􀁬􀀮􀁾􀀠.ft 0.,....., It. 11l'fJi. 1M, ,'.1 .....,.'.U••II....'
􀁾􀀮􀁾􀀢􀁊􀁉􀀮􀀧􀀠llll> 􀀮􀀬􀁪􀁾􀁬􀁵􀀠..d .... ' Ul "'1 ..1 .11 .... 11...., un.t •• 􀀢􀀮􀁾􀁤􀁬􀀢􀁬􀀠...10\ .....' .".., 􀀧􀁁􀁾􀀮􀀠 J",,, 11. 􀀱􀀬􀀱􀁾􀁍􀀧􀀠....... 􀁾􀀢 .... .... ..,
l'I..".,..hNUI. ._,of ...UH L.. ' Hurrr-2OI..1ARS $I......-._...m .. ........ ,............."·11'" ADDISON CAR CARE I VOL.51111 PG,OlB6 PIIOPER1T (M1;ERIS! Of 􀁉􀁬􀁅􀀨􀁏􀁦􀁦􀁩􀁌􀁾􀁕􀂣􀁴􀀼􀁴􀀮􀀮􀀡􀀮􀀮
􀁬􀁬􀁉􀀮􀀮􀀮􀀮􀁊􀀮􀀱􀂣􀁌􀀮􀀮􀀮􀀠 STREEi _______ ______ 􀁁􀁄􀁏􀁒􀂣􀁳􀁳􀀮􀁊􀁉􀁬􀁩􀁬􀀮􀀮􀀮􀁊􀁬􀁬􀁏􀁾􀁩􀁬􀁗􀁌􀀭 􀁾􀀠 SlJWEY.Jt,'LJmIflL.!:::A1IL_ OEEli \'QU,.'MC:• ..Jru2!J_ 􀁐􀁁􀀧􀁏􀂣􀁟􀁾􀁟HAl'SCO
RU􀁊􀁗􀀮􀀱􀀮􀁁􀁓􀀮􀀮􀀮􀁾􀀠 􀀤􀁉􀁊􀁏􀁏􀀱􀁖􀁴􀁓􀀱􀀰􀀱􀁌􀁟􀁾􀁟􀁾________ au;, H'J,-K!iE'_ UlT oo._ltN:..COMI'UTiD--fl:IJL_ 􀁃􀁘􀁏􀁊􀀱􀁌􀁾􀀠 􀁏􀁒􀁁􀁜􀀧􀁋􀁟􀁉􀁬􀁬􀁅􀁟􀁾􀁃􀀮􀀨􀀨􀁬___ 􀁓􀁩􀀮􀁬􀀧􀀿􀁅􀁍􀀧􀁉􀁓
􀁏􀁏􀁟􀁊􀀺􀀮􀀮􀁙􀁾__ liAl£' 􀁊􀀹􀀧􀀮􀁊􀁬􀁅􀁃􀂣􀁬􀁉􀁄􀁴􀁂􀀮􀀮􀁾􀀠__ 􀁾􀀠 o ZQ'O$O 8li S(U HI FEEt 􀀬􀁾 lUlO..€: 􀁐􀁦􀁜􀁏􀁦􀁉􀁅􀁒􀁔􀁙􀁟􀁾___􀁾􀁟􀁾􀁟􀁾􀀠 PARCEL AJlEAS 􀀮􀀭􀁾􀀮􀁵􀀭􀀮________
f.Et__U.UL_ PEJIIWIENT 􀁾____ CC«StRUCtlm EASEME.llf__________ mtI,[tm(R !liItl.. EASaIlHf$I_Jl..aJ_____ EXHIBIT "D" 00 
EXHIBIT 'E' ARAPAHO ROAD/MCM COMPANY TRACT TOWN OF ADDISON, COUNTY OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 482 BEING a tract of land situated in the G.W. Fisher Survey, Abstract
No. 482, Town of Addison, Dallas County, Texas and being portions of tracts of land described in instruments to MCM Company as recorded in Volume 78212, Page 3704; Volume 82179, Page
1554; Volume 82179, Page 1559; Volume 84008, Page 1944 and Volume 84133, Page 0532 of the Deed Records, Dallas County, Texas, and being more particularly described as follows: COMMENCING
at a 5/8 inch iron rod found at the soutbwest corner of the tract of land described in said instrument recorded in Volume 84133, Page 0532 of the Deed Records of Dallas County, Texas,
said point also being the southwest corner of a tract of land described in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the Deed Records,
Dallas County, Texas, said point also being on the north right-of-way line of Arapaho Road; THENCE North 01 degree 47 minutes 22 seconds East along the westerly line of said Southwestern
Bell Telephone Company tract and the easterly face of an existing building wall for a distance of 100.00 feet to a point for a corner, said point being the northwest .comer of the Southwestern
Bell tract and the POINT OF BEGINNING of this tract;,';, THENCE North 01 degree 47 minutes 22 seconds East along the easterly line of said MCM Company tract and continuing along said
building wall face a distance of 80,77 feet to a 1/2 inch iron rod set with "Huitt-Zollars· cap, said point being thy beginning of a non-tangent curve to the right, having a central
angle of 7 degrees 26 minutes 44 seconds, a radius of 862.00 feet, and being subtended by a 111.94 foot chord bearing North 62 degrees 37 minutes 51 seconds East; THENCE Northeasterly
along said curve to the right an arc distance of 112.02 feet to the point of tangency of said curve; THENCE North 66 degrees 21 minutes 13 seconds East a distance of 459,84 feet to a
1\2 inch iron rod set with "Huitt-Zollars" cap at the point of curvature' of a curve to the right, having a central angle of 5 degrees 50 minutes 19 seconds, a radius of 942.00 feet,
and being subtended by a 95.95 foot chord bearing North 69 degrees 16 minutes 23 seconds East; THENCE Northeasterly along said curve to the right an arc distance of 95.99 feet to a 1/2
inch iron rod set with "Huitt-Zollars" cap; THENCE North 36 degrees 13 minutes 52 seconds East a distance of 24.14 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap on the westerly
right-of-way line of Quorum Driye (80 foot wide right-of-way) as described in instrument to the Town of Addison as recorded in Volume 82149 page 240 of the Deed Records of Dallas County,
Texas; . THENCE South 00 degrees 11 minutes 10 seconds East along the westerly right-of-way line of Quorum Drive a distance of 133.64 feet to a 1/2 inch iron rod set with "Huitt-Zollars"
cap; THENCE North 54 degrees 50 minutes 08 seconds West a distance of 23.14 feet to a 1/2 inch iron iron rod set with "Huitt-Zollars" cap at the beginning of a non-tangent curve to the
left, having a central angle of 3 degrees 29 minutes 00 seconds, a radius of 848.00 feet, and being subtended by a 51,55 foot chord bearing South 68 degrees 05 minutes 43 seconds West;
THENCE Southwesterly along said curve to the left an arc distance of 51.55 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap ,at the point of tangency of said curve; 
THENCE South 66 degrees 21 minutes 13 seconds West a distance of 60.80 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap at the point of curvature of a curve to the right, having
a central angle of 11 degrees 28 minutes 42 seconds, a radius of260.oo feet, and being subtended by a 52.00 foot chord bearing South 72 degrees 05 minutes 34 seconds West; THENCE Southwesterly
along said curve to the right, an arc distance of 52.09 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap atthe point of reverse curvature of a curve to the left, having a central
angle of 11 degrees 28 minutes 42 seconds, a radius of 240.00 feet, and being sub tended by a 48.00 foot chord bearing South 72 degrees 05 minutes 34 seconds West; THENCE Southwesterly
along said curve to the left an arc distance of 48.08 feet to a 1/2 inch iron rod set with 'Huitt-Zollars" cap at the point of tangency of said curve; THENCE South 66 degrees 21 minutes
13 seconds West a distance of 299.54 reet to a 1/2 inch iron rod set with "Huitt-Zollars" cap at the point of curvature of a curve to the left, having a central angle of 8 degrees 42
minutes 30 seconds, a radius of 778.00 feet, and being subtended by a 118.13 foot chord bearing South 61 degrees 59 minutes 58 seconds West; THENCE Southwesterly along said curve to
the left an arc distance of 118.25 􀁦􀁾􀁴􀀠to a 1/2 inch iron rod set with "Huitt-Zollars" cap on the north line of said-Southwestern Bell Telephone 􀁃􀁯􀁾􀁰􀁡􀁮􀁹􀀠tract; THENCE North
89 degrees 36 minutes 43 seconds West along the north line of said Southwestern Bell Telephone Company tract a distance of 31.32 reet to the POINT OF BEGINNING; " CaNTAlNING 59,554 square
feet of land, more or less. For Huitt-Zollars Inc. 􀀵􀀺􀁊􀀮􀁾􀁡􀁾􀁾􀀠 Registered Professional Land Surveyor Texas Registration No. 4862 Huitt-Zollars Inc. 3131 Mckinney Ave. Suite 600
Dallas, Texas 75204 (214) 871-3311 G:\PROJ'{)II 11101\o,SI.EXIUSrr.R 
, 􀁾􀀠 . . EXHIBIT 'F" ARAPAHO ROAD/ABP INVESTMENT #IIl, LTD. TRACT TOWN OF ADDISON, COUNTY OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 482 BEING a tract of land situated in the
G.W. Fisher Survey, Abstract No. 482, Town of Addison, Dallas County, Texas and being a portion of a tract of land described in instrument to ABP Investment cHIll, Ltd. as recorded in
Volume 82108, Page 2694 of the Deed Records of Dallas County, Texas, and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod found at the southeast corner
of said ABP Investment #1II, Ltd. (ABP) tract, same being the southwest corner of a tract of land described in instrument to Southwestern Bell Telephone Company as recorded in Volume
86207, Page 3192 of the Deed Records, Dallas County, Texas, said point also being on the north right-of-way line of Arapaho Road; THENCE North 89 degrees 35 minutes 00 seconds West along
the said southerly line of said ABP tract and northerly right-of-way line of Arapaho Road a distance of 430.16 feet to an "x" cut in concrete set for the most southwesterly corner of
said ABP tract; THENCE North 44 degrees 31 minutes 05 seconds West along the southv.iesterly line of said ABP tract and northeasterly right-of-way line ofArapaho Road a distance of 21.18
feet to an ":1:' cut in concrete set for a corner on the westerly line of said ABP tract and east right-of-way line of Addison Road (60 foot wide right.of-way) as described in deed to
the City of Addison recorded in Volume 334 Page 0106 of the Deed Records of Dallas County, Texas; ". THENCE North 00 degrees 17 minutes 50 seconds East along the westerly line of said
ABP tract and easterly right of way line of Addison Road a distance of 27,66 feet to an "x" cut set in concrete; THENCE South 46 degrees 30 minutes 48 seconds East a distanee of 27.38
feet to an "x" cut set in concrete, said point being the beginning of a non-tangent curve to the left, having a central angle of 8 degrees 44 minutes 10 seconds, a radius of 768.00 feet,
and beingsubtended by a 116.99 foot chord bearing North 81 degrees 33 minutes 38 seconds East; \ THENCE Easterly along said curve to the left an arc distance of 117.10 reet to an "x"
cut set in concrete at the point for reverse curvature of a curve to the right, having a 'central angle of 8 degrees 15 minutes 30 seconds, a radius of 260.00 feet, and being subtended
by a 37.44 foot chord bearing North 81 degrees 19 minutes 18 seconds East; THENCE Easterly along said curve to the right an arc distance of 37.48 feet to a point for reverse curvature
of a curve to the left, having a central angle of 15 degrees 55 minutes 47 seconds, a radius of 240.00 feet, and being subtended by a 66.51 foot chord bearing North 77 degrees 29 minutes
09 seconds East; THENCE Northeasterly along said curve to the left an arc distance of 66.73 feet to a PK nail set in asphalt paving at the point for compound curvature to the left, having
a central angle of 14 degrees 04 minutes 51 seconds, a radius of 778.00 feet, and being subtended by a 190.72 foot chord bearing North 62 degrees 28 minutes 50 seconds East; THENCE Northeasterly
along said curve to the left an arc distance of 191.20 feet to a point for reverse curvature of a curve to the right, having a central angle of 3 degrees 28 minutes 05 seconds, a radius
of 862,00 feet, and being subtended by a 52.17 foot chord bearing North 57 degrees 10 minutes 27 seconds East; THENCE Northeasterly along said curve to the right an arc distance of 52.18
reet to a 1/2 inch iron rod found with 􀀢􀁈􀁵􀁩􀁴􀁴􀀭􀁚􀁯􀁬􀁬􀁡􀁲􀁳􀀧􀁾􀀠cap on the easterly line of said ABP tract and easterly face of an existing building wall; G:\PROJ'l)117T.:OI'4$\EXllmrr.F

,.' THENCE South 01 degrees 47 minutes 22 seconds West along the easterly 1io.e of said ABP tract and easterly face of said building wall a distance of 180.77 feet to the POINT OF BEGINNING;
CONTAINING 33,591 square feet of land, more or less . .. \ For Huitt-Zollars Inc. 􀀼􀁌􀁾􀁾􀀮􀀯􀀠􀁜􀁤􀁬􀀮􀁾􀁨􀁊􀀠 Eric J:yaild)/Registered Professional Land Surveyor Texas Registration
No. 4862 Huitt-Zollars Inc. 3131 Mckinney Ave. Suite 600 Dallas, Texas 75204 (214) 871-3311 
00 COilSTRlJCftOO EASEREm ROOIHom .,"----"'􀀭􀀬􀀧􀁾􀀢􀀢􀀢􀀢􀀢􀀢􀀠 .... ,,., PROPERTY 􀁾􀁾􀁓􀁽􀀠Of'ilfCORIL __________________ $TRE£r AflOilESS______________________ MVE'I'.JLltJ.lS&R.-A:JIlL_
b€ED VQ..LW:, ___ I'AGE____ tl.4PS\iO REf.JlAl.l.!L!J:t COIiPUt£D-fII.L_ CKClJJ!::.._ DMW_Dl.! ___ 􀁾􀁃􀁉􀀨􀁉􀀩􀁟􀀠......... _ .SIJII£R\I ISM_ .£.Jl.IP.!l1 __ \'MTt ...2.!I....I!EWWI!B....t!..
__ al{. HO....J(l£_ LOT tlo._JIi:tiL.. \llCt..E .ill!􀁐􀀡􀁬􀁏􀁐􀁅􀁒􀁔􀁙􀁟􀁾__________ PAlim AREAS ____________ fEf__􀁾__ pE!llWl:EHl 􀁴􀀮􀁴􀁓􀁦􀀻􀁉􀀨􀂣􀁬􀁮􀁟􀁾􀁾􀁟􀀠 􀁾􀀱􀁜􀁉􀁊􀁃􀁔􀁉􀁑􀀻􀀠EASDlEHT___
___􀁾___ tu:NA1t«R 11HCL. ADDISON TRANSIT CENTER EXHIBIT INDEX MAP OF 4 RECORD MCOiWS ['@a 
·, SCHEDULE OF LEGAL FEES INDIVIDUAL TITLE HOURLYRATE Paul D. Jones Chief Counsel, Real Estate! Envirorunental Law Division $75.00 "'.-'. David Schulze Assistant General Counsel $50.00
Frances Wilson ParaLegal $25.00 Exhibit"H" 
(214) 450-2871 16801 Wcstgrove PUBLIC WORKS DEPAR'mfENT December 27, 1995 Mr. Herman Wardlaw Dallas Area Rapid Transit 1401 Pacific Avenue Dallas, Texas 75266 Re: Transit Centerl Arapaho
Road Dear Herman: As requested, please fmd the following surveys: Exhibit A -Combined Land Description for Arapaho Road/MCM Company Tract 2 copies on 8-1/2" x 11" (Description only,
no sketch) Exhibit B -Combined Land Description for Arapaho Road/ABP Investment Hill, Ltd. Tract 2 copies on 8-112" x 11" (Description only, no sketch) Exhibit C -Transit Center/MCM
Company Tract 2 copies on 8-1/2" x 11" with sketch on 8-112" x 14" 3 copies on IT' x 28" 3 copies on 24" x 36" Exhibit D -Transit Center/ABP Investment UilI, Ltd. 2 copies on 8-112"
x 11" with sketch on 8-112" x 14" 3 copies on 17" x 28" 3 copies on 24" x 36" Exllibit E -Arapaho Road/MCM Company Tract 2 copies on 8-1/2" x 11" (Description only, no sketch) 
Exhibit F -Arapaho Road/ABP Investment lillI, Ltd. 2 copies on 8-112" x 11" (Description only, no sketch) Exhibit G -Sketch Showing Tracts C,D,E,F, & I 2 copies on 8-112" x 14" 3 copies
on 17" x 28" Exhibit I -'Transit Center/George P. Kondas & Daniel P. Kondas Tract 2 copies on 8-112" x 11" with sketch on 8-112" x 14" 3 copies on 17" x 28" 3 copies on 24" x 36" I am
having Huitt-Zollars prepare sketches on 8-112" x 14" for Exhibits E & F. Please let me know if you need sketches for Exhibits A & B. If you have any questions, call me at 450-2879.
David Nighswonger, P.E. Engineering Attachments CC: Ken Dipple, Cowles & Thompson 
Hi-UTT-ZOLLARS, IN, 3131 McKinnev Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 871-3311 ----,1..::(""-,,g,,",o=.1􀁾􀀭􀀭􀀭􀀬􀁗􀀧􀀭􀀭􀀢􀀢􀀭􀀢􀀢􀀧􀀼􀀺􀀧􀀧􀀧􀀧􀁓􀀧􀀭􀀭􀁾􀀻􀀩""-;) R \ 􀁾􀀠
-Add, s .. ..1 ) T'><" (-:;o"'o""-'I_______ WE ARE SENDING YOU 􀁾􀁡􀁃􀁨􀁥􀁤􀀠 0 Under separate cover via the following items: o Shop drawings 􀁾􀁮􀁴􀁳􀀠 0 Plans 0 Samples 0 Specifications
o Copy of letter o Change order ;:;:r:::: L"....--ld. 􀁣􀁜􀀬􀀬􀀬􀁳􀀼􀀭􀀬􀀬􀀭􀀬􀁉􀀢􀁻􀀧􀁾􀀢􀀢􀀧􀀢􀀠 COPIES DATE NO. DESCRIPTION EA.., . L,,., c\, '---1 i "3 I \2.1 '-ill> 􀁊􀀮􀀡􀁬􀀮􀁧􀁬􀁉􀀮􀀬􀁰􀀫􀀧􀀮�
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<.1-,,6,+..1 C, \), .... T 4c-j!:.\. IN0:1«,... \viI "S \ '2.12'.. I... :> E.A,. <T.,'(1..>< 14' S" a.-..J"-::!, -<2.)< L-t 􀁜􀁢􀀬􀁾􀀠( i b..... .L ...... I.r>l 􀁾􀀡􀀡􀀻􀀾􀀼􀀺􀀠 lv\...
I i I i i .---.. j . I THESE ARE TRANSM1TIED as checked below: J Approved as submitted o Resubmit__copies for approval J Approved as noted o Submit __copies for distribution 1 Returned
for corrections 0 Retum __corrected prints 􀀮􀁾__19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS. --..--􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀀭
Exhibit A Exhibit B tilJJ Exhibit C 􀁤􀁾 ExhibitD ExhibitE Exhibit F ExhibitG 􀁾􀁾􀀠ExhibitH INTERLOCAL AGREEMENT OF PURCHASE AND SALE OF REAL PROPERTY List of Exhibits to Agreement
Field notes describing Moses and Cline Property -3.877 acres Field notes describing Pinnell Property -2.2232 acres Field notes describing Transit CenterIMoses and Cline Property -2.511
acres Field notes describing Transit CenterlPinnell Property -1.40 acres Field notes describing ArapaholMoses and Cline Property -1.367 acres Field notes describing ArapaholPinneU Property
-0.7932 acres Plat depicting ail tracts Schedule offees 
Exhibit A Exhibit B W Exhibit C 􀁩􀁾􀀠Exhibit D Exhibit E Exhibit F ExhibitG 􀁾􀀠ExhibitH ''):OWLES & THOMPSON 214 672 2020 INTERLOCAL AGREEMENT OF PURCHASE AND SALE OF REAL PROPERTY
List of Exhibits to Agreement Field notes describing Moses and Cline Property -3,877 acres Field noles describing PiImeil Property. 2,2232 acres Field notes describing Transit Center/Moses
and Cline Property -2.5 J1 acres Z diD 7 Field notes describing Transit Center/Pinnell Property -1.40 acres -' I < 􀁾f t 0 Field notes describing ArapaholMoses and Cline Property -1367
acres r. 3C ?Z. Field notes describing ArapaholPinnell Property -0.7932 acres 6.17 II Plat depicting all tracts Schedule of fees TnTClI 0 ;"':1:.' 
("fM5fs sf 􀁾􀁴􀀮􀀮􀀮􀁚􀀭􀀭 3.fnt tU.. EXHIBIT 'A" COMBINED LAND DESCRIPTION ARAPAHO ROAD/MCM COMPANY TRACT TOWN OF ADDISON, COUNlY OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO.
482 BEING a tract of land situated in the G.W. Fisher Survey, Abstract No. 482, Town of Addison, Dallas County, Texas and being a portion of several tracts of land as described in instruments
to MCM Company as recorded in Volume 78212, Page 3704; Volume 82179, Page 1554; Volume 82179, Page 1559; Volume 84008, Page 1944 and Volume 84133, Page 0532 of the Deed Records, Dallas
County, Texas, and being more particularly described as foUows: COMMENCING at a 5/8 inch iron rod found at the southwest corner of the tract of lapd described in said instrument recorded
in Volume 84133, Page 0532 of the Deed Records of Dallas County, Texas, said point also being the southwest corner of a tract of land described in instrument to Southwestern BeU Telephone
Company as recorded in Volume 86207, Page 3192 of the Deed Records, Dallas County, Texas, said point also being on the north right-of-way line of Arapaho Road; THENCE North 01 degree
47 minutes 22 seconds East along the westerly line of said Southwestern BeU Telephone Company tract and a easterly face of an existing building wall a distance of 100.00 feet to a point
for a corner, said point being the northwest corner of the Southwestern BeU tract and the POINT OF BEGINNING of this tract; THENCE continuing North 01 degree 47 minutes 22 seconds East
along said easterly face of a building wall and westerly line of said MCM Company tract a distance of 223.36 feet to a 1/2 inch iron rod set with "HuittZoUars" cap for most westerly
northwest corner of said MCM Company tract; THENCE North 44 degrees 25 minutes 50 seconds East along a northwesterly line of said MCM Company tract /lYdistance of 13.77 feet to a 1/2
inch iron rod found for a corner; THENCE North 00 degrees 03 minutes 45 seconds West along a westerly line of said MCM Company tract a distance of 38.17 feet to a 1/2 inch iron rod found
for a a corner on the southeasterly right-of-way line of the DaUas Area Rapid Transit Property Acquisition Corporation(DART) tract as recorded in Volume 91008, Page 1390 of the Deed
Records of Dallas County, Texas, said point being the northwest corner of said MCM Company tract; THENCE North 66 degrees 25 minutes 50 seconds East along the southeasterly right-of-way
line of said DART tract and northwesterly line of MCM Company tract a distance of 665.58 feet to a 1/2 inch iron rod set with "Huitt-ZoUars" cap for a corner on the west right-of-way
line of Quorum Drive (80 foot wide right-of-way) as established by instrument to the Town of Addison, Texas as recorded in Volume 82149, Page 0240 of the Deed Records of Dallas County,
Texas; THENCE South 00 degrees 11 minutes 10 seconds East along the west right-of-way line of Quorum Drive a distance of 300.97 feet to a 1/2 inch iron rod set with "Huitt-ZoUars" cap
for a comer; THENCE North 54 degrees 50 minutes 08 seconds West a distance of 23.14 feet to a 1/2 inch iron rod set with "Huitt-ZoUars" cap at the beginning of a non-tangent curve to
the left, having. a central angIe of 3 degrees 29 minutes 00 seconds, a radius of 848.00 feet, and being subtended by a 51.55 foot chord bearing South 68 degrees 05 minutes 43 seconds
West; THENCE Southwesterly along said curve to the left an arc distance of 51.55 feet to a 1/2 inch rod set with "Huitt-ZoUars" cap at the point of tangency of said curve; THENCE South
66 degrees 21 minutes 13 seconds West a distance of 60.80 feet to a 1/2 inch iron rod set with "Huitt-ZoUars" cap at the point of curvature of a curve to the right, having a central
angIe of 11 degrees 28· minutes 42 seconds, a radius of 260.00 feet, and being subtended by a 52.00 foot chord bearing South 72 degrees G:\PROJ'D11 T7201 'DS\EXHIBIT.A 12123195 
05 minutes 34 seconds West; THENCE Southwesterly along said curve to the right, an arc distance of 52.09 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap at the point of reverse
curvature of a curve to the left, having a central angle of 11 degrees 28 minutes 42 seconds, a radius of 240.00 feet, and being subtended by a 48.00 foot chord bearing South 72 degrees
05 minutes 34 seconds West; , THENCE Southwesterly along said curve to the left an arc distance of 48.08 feet to a 1/2 inch iron rod set with "Huitt-ZoOars" cap at the point of tangency
of said curve; THENCE South 66 degrees 21 minutes 13 seconds West a distance of 299.54 feet t6 a 1/2 inch iron rod set with "Huitt-Zollars" cap at the point of curvature of a curve to
the left, having a central angle of 8 degrees 42 minutes 30 seconds, a radius of 778.00 feet, and being subtended by a 118.13 foot chord bearing South 61 degrees 59 minutes 58 seconds
West; THENCE Southwesterly along said curve to the left an arc distance of 118.25 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap on the north line of said Southwestern Bell
Telephone Company tract; THENCE North 89 degrees 36 minutes 43 seconds West along the north line of said Southwestern Bell Telephone Company tract a distance of 31.32 feet to the POINT
OF BEGINNING; CONTAINING lJ58,918 square feet of land, more or less. For Huitt-Zollars, Inc. 􀁅􀀧􀁫􀀧􀁓􀁾􀁾 Registered Professional Land Surveyor Texas Registration No. 4862 Huitt-Zollars,
Inc. 3131 McKinney Avenue Suite 600 Dallas, Texas 75204 (214) 871-3311 G:WROJ\Ot 117201 '(l$\EXHlBIT.A 12123/9$ 
f\ V) I'I-e.f( rrvf-/rt-/2 7..,.23/4:c EXHIBIT "B" COMBINED LAND DESCRIPTION ARAPAHO ROAD/ABP INVESTMENT #III, LTD. TRACT TOWN OF ADDISON, COUNTY OF DAlLAS, TEXAS G.W. FISHER SURVEY,
ABSTRACf NO. 482 BEING a tract of land situated in the G.W. Fisher Survey, Abstract No. 482, Town of Addison, Dallas County, Texas and being a portion of a tract of land described in
instrument to ABP Investment #III, Ltd. as recorded in Volume 82108, Page 2694 of the Deed Reenrds of Dallas County, Texas, and being more particularly described as follows: BEGINNING
at a 5/8 inch iron rod found at the southeast corner of said ABP Investment #III, Ltd. (ABP) tract, same being the southwest comer of a tract of land described in instrument to Southwestern
Bell Telephone Company as recorded in Volume 86207, Page 3192 of the Deed Records, Dallas County, Texas, said point also being on the north right-of-way line of Arapaho Road; THENCE
North 89 degrees 35 minutes 00 seconds West along the said southerly line of said ABP tract and northerlyright-of-way line of Arapaho Road a distance of 430.16 feet to a cnt cross set for the most southwesterly comer of said ABP tract; THENCE North 44 degrees 31 minutes 05 seconds West
along the southwesterly line of said ABP tract and northeasterly right-of-way line of Arapaho Road a distance of 21.18 feet to a cut cross set for a corner on the westerly line of said
ABP tract and east right-of-way line of Addison Road (60 foot wide righi-of-way) as described in deed to the City of Addison recorded in Volume 334 Page 0106 of the Deed Records of Dallas
County, Texas; THENCE North 00 degrees 17 minutes 50 seconds East along the westerly line of said ABP tract and easterly right of way line of Addison Road a distance of 112.35 feet to
a 1/2 inch iron rod set with "Huitt-Zollars" cap on the northwesterly line of said ABP tract; THENCE North 66 degrees 25 minutes 50 seconds East along the northwesterly line of said
ABP tract a distance of 282.45 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap; THENCE South 84 degrees 55 minutes ill seconds East along the northerly line of said ABP tract
a distance of 80.00 feet to an "X' cut set in concrete; THENCE North 60 degrees 25 minutes 50 seconds East along the northwesterly line of said ABP tract a distance of 80.00 feet to
a 5/8 inch iron rod found; THENCE North 44 degrees 25 minutes 50 seconds East along !be northwesterly line of said ABP tract a distance of 66.23 feet to a 1/2 inch iron rod found with
"Huitt-Zollars" cap for a comer; THENCE South 01 degrees 47 minntes 22 seconds West along the easterly line of said ABP tract and easterly facc of an existing building wall a distance
of 323.36 feet to the POINT OF BEGINNING; CONTAINING 􀀹􀀶􀁾 square feet of land, more or less. For 􀁈􀁕􀁩􀁴􀁴􀀭􀁾􀁚In􀁯c􀁕. 􀁡􀁲􀁓 Huitt-Zollars Inc. 􀀼􀀮􀀮􀀮􀀮􀁾__􀁾-< \'7....1 t.c...15:r
3131 Mckinney Ave. Eric J. ah dy Suite 600 Registered Professional Land Surveyor Dallas, Texas 75204 Texas Registration No. 4862 (214) 871-3311 G:I.PROJ'IO! !11201'm\EXHrBIT.B I2IZV9S

1,. $(D7 tLc... EXHIBIT "C" TRANSIT CENTER/MCM COMPANY TRACT TOWN OF ADDISON, COUN1Y OF DAlLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 482 BEING a tract of land situated in the G.W.
Fisher Survey, Abstract No. 482, Town of Addison, Dallas County, Texas and being portions of tracts of land described in instruments to MCM Company as recorded in Volume 78212, Page
3704: Volume 82179, Page 1554: Volume 82179, Page 1559, and Volume 84133, Page 0532 of the Deed Records, Dallas County, Texas, and being more particularly described as follows: COMMENCING
at a 5/8 inch iron rod found at the southwest corner of the tract of land described in said instrument recorded in Volume 84133, Page 0532 of the Deed Records of Dallas County, Texas,
said point also being the southwest corner of a tract of land described in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the Deed Records,
Dallas County, Texas, said point also being on the north right-of-way line of Arapaho Road; TIfENCE North 01 degree 47 minutes 22 seconds East along the westerly line of said Southwestern
Bell Telephone Company tract and the easterly face of an existing building wall a distance of 180.77 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap for a corner, in the westerly
line of said MCM Company tract, said point being the POINT OF BEGINNING of this tract; THENCE continuing North 01 degree 47 minutes 22 seconds East along said easterly face of a building
wall and westerly line of said MCM Company tract a distance of 14259 feet to a 1/2 inch iron rod set with "HuittZollars" cap for the most westerly northwest corner of said MCM Company
tract; THENCE North 44 degrees 25 minutes 50 seconds East along a northwesterly line of said MCM Company tract a distance of 13.77 feet to a 1/2 inch iron rod found for a corner; THENCE
North 00 degrees 03 minutes 45 seconds West along a westerly line of said MCM Company tract a distance of 38.17 feet to a 1/2 inch iron rod found for a corner on the southeasterly right-of-way
line of the Dallas Area Rapid'Transit Property Acquisition Corporation(DART) tract as recorded in Volume 91008, Page 1390 of the Deed Records of Dallas County, Texas, said point being
the northwest corner of said MCM Company tract; TIfENCE North 66 degrees 25 minutes 50 seconds East along the southeasterly right-of-way line of said DART tract and northwesterly line
of said MCM Company tracts a distance of 665.58 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap for a corner on the west right-of-way line of Quorum Drive (SO foot wide right-of-way)
as established by instrument to the Town of Addison, Texas as recorded in Volume 82149, Page 0240 of the Deed Records of Dallas County, Texas; THENCE South 00 degrees 11 minutes 10 seconds
East along the west right-of-way line of Quorum Drive a distance of 167.33 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap for a corner: THENCE South 36 degrees 13 minutes 52
seconds West a distance of 24.14 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap for a corner, said point being the beginning of a non-tangent curve to the left, having a central
angle of 5 degrees 50 minutes 19 seconds, a radius of 942.00 feet, and being subtended by a 95.95 foot chord bearing South 69 degrees 16 minutes 23 seconds West; TIfENCE Southwesterly
along said curve to the left an arc distance of 95.99 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap for the point of tangency of said curve; THENCE South 66 degrees 21 minutes
13 seconds West a distance of 459.84 feet to the point of curvature of a curve to the left, having a central angle of 7 degrees 26 minutes 44 seconds, a radius of 862.00 feet, and being
subtended by a 111.94 foot chord bearing South 62 degrees 37 minutes 51 seconds West: 
THENCE Southwesterly along said curve to the left an arc distance of 112.02 feet to the POINT OF BEGINNING, and CONTAINING 109,364 square feet of land, more or less. stjLy 􀀱􀀲􀀱􀁾􀁾􀁨􀀬􀀠
Registered Professional Land Su:rveyor Texas Registration No. 4862 Huitt-Zollars Inc. 3131 Mckinney Ave. Suite 600 Dallas, Texas 75204 (214) 871-3311 G;\PROJlOllsmnLANDESe 1I1l195 
fa 1/tI .::..1 LAND DESCRIPTION BEING 2.511 aac.s of land situated in the G.W. rasher Survey, Ab$!ra<:t No. 482, Town of Addison. Dalbs County, TClCiIS and being portioM of tra.:ts of
land described in illSlnlmeJIts to MCM Compaay u recorded in Volume 78212, Page 3704; Volume 821'79. Page l.S56; Volume 821'79. Page 1559, 'I1'ld Volume 84m, Page 0532 of the Deed Reeoru.s,
Dallas County, Texas. and being more partkularly dc.scribed 0$ CoHOW!: COMMENCING at a 5/8 inch iron rod Cound at the southWl:St corner oC the tra<:t oC land described in said instrument
recorded in Volume 84133, Page 0532 of the Deed Records oC Dallas County, Tex..., said point ;ilio heing the .cuthwcot corner of a tract oC land described in instrument to Southwestern
BeU Telepbone Company "s recorded in Volume 86107, Page 3192 of the Deed Rceoru.s, Dallas County, Te;us, said poiot ;ilio beinS on the north right-of-way line of Arapaho Road; THENCE
North 01 degree 47 minutes 22 scconds East along the westerly line of said SouthWl:Stern Bell Bell Telephone Company tract and a easterly Cace of an existing building wall for a distance
of 180.11 fee! Ic a 1/2 inch iron rod SCi with 'Huitt-Zollars' cap for a comer, in the westerly line of said MCM Comp'l1'ly tract, said point being the POINT OF BEGINNING of this lract;
TH ENCE conlinuing North 01 degree 47 minules 22 seconds East along said easterly face oC a building wall and Wc.'lerly line oC said MCM Comp'l1'ly tra<:t a distance of 142.59 Ce.ct
to • 1/2 inch iron rod set with 'Huitt 􀁚􀀨􀀩􀁊􀁉􀁾􀁲􀁳􀀧􀀠cap for most westerly northwest comer of said MCM Company tra<:t; TH ENCE N<lrth 44 degrees 25 minutes 50 seconds Easl along
a northwesterly line of said MCM Company tract a distance oC 13.11 fcct 10 a 1/2 incb iron rod found for a comer; THENCE North 00 degrees 03 minutes 45 scconds West along a westerly
linc of said MCM Company tract a di.'\I.ancc of 38.17 fcct to a 1/2 inch iron rod found for a corner 00 the southc::1$l.erly right-of.way Iioc of the Dalw Area Rapid Transit Property
Acquisition ((DART) tra<:t as recorded in Volume 91006, P.-l39O of the Occd Records oC Dalw County, Tc.us, said point beiag the northwest COmer of said MCM Company tract; THENCE Ncrtb
66 degrees 25 minutes 50 seconds East aloag the southeasterly right-of·way line of said DART trael and northWl:Stcrly line of.MCM Compaay trael a distance of 665.58 fcct to a 1/2 inch
iron rod set with 'Huitt·Zollars· cap Cor. coma-on the WC& right-of-way line of Quorum Drive (SO (Xlt wide right-ol-w:oy) as . c....."bli.,hed by instrument 10 the ToWli of Addisoa,
Texas u recorded in Volume 82149, Page 0240 of the Occd Record., of Dallas CoUDly, Tex3£; THENCE South 00 degrcc.s 11 minutes 10 seconds East along the _ right-of-way line oC Quorum
orne " dist.nce of 167.33 fect 10 a 1/2 inch iron rod set with 'Hultt-ZoIlats" cap for a corner; THENCE South 36 degrees 13 minutes 52 scconds West a dislance oC 24.14 Cccl to a 1/2
illch iron rod set with 'Huitt-Zollars' cap for a corner, said point being the beginning of a llOo·taI\p:nl curve to the Icft, haWIg 11 central angle of.5 degrees 50 minutes 19 scconds,
a radiWl of 942.00 feet. and being $ubtended by a 9S.9S fool chord bearing South 69 degrees 16 minules 23 seconds West; THENCE Southwesterly along said curve to the IeCt an arc distance
of 95.99 feet to a 1/2 inch iroll rod set with ·Huitt·Zoliars" cap for the point oC l'I1'lgency of said elll"lC; THENCE Soulh 66 degrees 21 minules 13 secoods West a distan<:c of 459.84
fe.ct to the point of cunatute of a eU/"II\: to the left, baving a central angle of 7 degrees 26 minutc.s 44 seconds, a radiWl of 862.00 fe.ct. and being subtcndcd by a 111.94 foot chord
bearing South 62 degrees 37 minutc.s 51 seconds West; THENCE Southwesterly along said curve to the left an arc 􀁤􀁩􀀮􀁾􀁥􀀠or 112.02 reet to the POINT OF BEGINNING, a..& CONTAINING 2.$11
acres of land, more or IC$.S. Exhibit C t 
lAND DESCRlmON BEING 2.511 acres oC land situated in the G.W. PIsher Survey, Abstract No. 482, Town of Addison. Dallas County, TCXiI$ and being portions of tracts of land described in
instrumCllts to MCM Company :&$ recorded in Volume 18212, Page 3704; Volume 82119, Page 1556; Volume 82119, Page 1559, .... d Volume 84133, Page: 0532 ,,( the Deed Records, Dallas County,
Texas, and bein; more particularly described a.s follows: COMMENCING at a 5/8 inch iron rod found at the southwest corner of [he tract of land described in said in.trum.;nt r.;corded
in Volume 34133, Fasc 0532 of the Deed Records of Dallas County, TCXiI$, said point also being the southwest corner of a tract of land described in instrument to Southwestern Bell Telephone
Company as recorded in Volume 86207, Fage 3192 of the Deed Records, Dallas County, Tcxo.'I, said point .Iso bein; on the north right-of-way line of Arap.ho Road; THENCE North 01 degree
47 minutes 22 sc<:onds East .lons the westerly line of said Southwestern Bell Telephone Company tract and a easterly face of an emtin!! building wall (or. distance of 1&1.77 (ect to
• 1/2 inch iron rod set with ·Huitt-Zollars· cap for a corner, in the westerly line of said MCM Company tract, said point being the POINT Of BEGINNING of this tract; THENCE continuing
North 01 degree 47 minutes 22 seconds East along said easterly face uf .. building w..11 and westerly line of said MCM Company tr.ct a dist.nce of 142.59 feet Lo a 1/2 inch iron rod
sel with ·HuillZollars· cap (or mO$I westerly northwest corner of said MCM Company tract; THENCE North 44 degrees 25 minutes 50 seconds East along a northwesterly line of s"id MCM Company
tract .. distance of 13.77 feet to a 1/2 incb iron rod found for" comer; THENCE North 00 degrees 03 minutes 45 seconds West along a westerly line of said MCM Company tract a di."ance
of 􀁾􀀮􀀱􀀷􀀠feet to a 1/2 inch iron rod found for" corner all the southeasterly right-of-way linc of the Dallas Area R.pid Transit Property Acq1iWtion (DART) tract as recorded in Volume
91006, Page l390 or the Deed Records of Dallas County, Texas, said point being the northwest corner of said MCM Company tract; THENCE Ntlfth 66 degrees 2S minutcs 50 seconds East along
the southeasterly right-of·way line of said DART tract and northwesterly Iinc of MCM Company tract. distance of 665.58 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap for a
corner on the west right-of-way line of Quorum Drm: (llO r""t wide right..,c.way) a.s e.stahlishcd by iNtrulnent to the Town of Addison, TCXiI$:&$ recorded in Volume 82149, Page 0'240
of tbc Deed 􀁒􀁣􀁣􀁯􀁲􀁤􀀮􀁾􀀠of Dallas County, Texas; THENCE South 00 degrees 11 minutcs 10 seconds East along the WI:$I right-of-way line of Q\IOrIIII1 Drive a distance of 167.33 fcct
to a 1/2 inch iron rod set with ·Hnitt-Zo11ats" cap for a corner; THENCE South 36 degrees 13 minutes 52 seconds West a distance of 24.14 feet to a 1/2 inch iron rod set with "Huitt·Zollars·
cap for a corner, said point being the begiftJling of a non-wacnt cune to the Jc[t, baving a central angle oC 5 degrees 50 minutes 19 seconds, a radius of 942.00 feet, and being subtcndcd
by • 95_95 Coot chord bearing South 69 degrees 16 minutes 23 seconds West; THENCE Southwc.stcrly along said curve to the leCt an arc distance of 95.99 feet to a 1/2 inch iron rod set
with -Huitt-Zollars" <::1[' fot the point of tangency of said clllVC; 􀁾􀀠 THENCE South 66 degrees 21 minutcs 13 seconds W05I. a distance of 459.84 feet to the point of curvalute "f
a cut'll! to the left, having a central angle of 7 degrees 2JS minutes 44 !IC((lnds, a radius of 862.00 feet, and being <ublcndcd by • 111.94 foot chord bearing South 62 degrees 37 minutcs
51 seconds West; THENCE Southwesterly along said curve to the left an arc distance of 112.02 feet to the POINT OF BEGINNING, and CONTAINING 2.511 acres of land, mote or Ic$s. Exhibit
C , 
'\ \ 􀁾􀁜􀀠 '<t \ o z ><.> <! a: >(j) m <! )0w >a: ::J (j) a: w I (j) LL :< CJ \ \ \ \ \ TOWN OF' ADDISON YOL.932.43 PG.6422 \ \ \ BASIS OF BEARINGS: THE CENTERLINE BEARING OF ARAPAHO
RCA!) AS PER PAVING IMPROVEMENT PLANS ON FlU:: AT THE TOVN OF' ADOISON. (0 MCM COMPANY \ McLEAN TRACT ADDITION VOL. 82005 PG.2784 II NATRON LIMITEO PARTNERSHIP VOL.91232 􀁐􀁇􀀮􀀳􀀵􀁾􀁡􀀠
􀁾􀁾􀀠 􀁾􀀮􀁖􀁬􀁩􀁦􀂷􀀠 \ •••••••••••••••••••••• 169" 􀀡􀀶􀀧􀀲􀁾􀀢􀁉􀁉􀀺􀀠: : : V· ·MCM COMPANY· ••• : : : : : : : : : : : : • • •• • ¥ • • • •• • • • • • • • • • • • • • • • :1 . 5,9:1
•• \ ••••••• 􀀹􀁾􀂷􀁂􀀲􀀱􀀷􀀹􀀠PG.ISS." .... •• ... 􀁁􀀭􀀺􀀭􀀭􀀺􀀭􀀡􀁾􀁩􀀠 I.R.S. w' . . . . . . . . . . . . . ... . ',v.d'" ..... ••• 􀀱􀀮􀀡􀀮􀀱􀁾􀀱􀀮􀀺􀁚􀀡􀁬􀀧􀁉􀀮􀁉􀁾􀀮􀁮...J2(··············:·::::
:::·::::::: : : : : .;>'; : : : ... :k..... 'r--'" •...1'􀁾􀀠.•... 􀁾􀁦􀁭􀀠 [!J 􀁾􀀠 (!) Z ICI> X W 􀁾􀀠􀁾􀀠 􀁾􀀠 = " " it 􀁾􀀠 "􀀬􀀮􀁾􀀠 ...,Z,'0" ",' 􀀸􀁾􀀠 -'8 􀁾􀀱􀁬􀁉􀀠 􀁾􀁾􀀠 ffi
!ii., 􀁾􀀠 l'"i 􀁾􀀠 8 􀁾., 􀁾􀀠 􀁾􀀠 le e " 􀁾􀀠 􀁾􀀠 ! NOTEt 􀁁􀁄􀁊􀁁􀁾􀁅􀁎􀁔􀀠PROPERTY <NNER$ ARE OIJNERS Of RECORD AS DETERMINED BY OeM AND OTHER PueLlC RECOOOS 00 V</J CONSTRUCTION
EASEIiENT [ill] ROOINGER NOO·OOI OO·Y-OOO.OO' BEARING AND DISTANCE IRS IRON ROO SET Hum-2Dl..lARS llll OlWCl _IIIoIIR _ ....Ji.., 'Ift''''U-t-tlf-Kfi 􀁾􀀠PROPERTY O'iNER(SI OF 􀁒􀁅􀁃􀁏􀁒􀁉􀁌􀁾􀁾_____
_________ STREET ADDRESs...AruIL 􀁾􀀴􀁑􀁉􀁬􀁉􀀮􀀮􀀮􀁬􀁬􀀾􀁜􀁬􀀧􀁁􀁬􀁋􀁕􀁬􀁾􀁭 ---"'04------SURVEY..Jl.,'t...F.uiIJeL.!d<IL _ DEED VOLUME. -B9(1233il l_ 􀁐􀁁􀁇􀁅􀁊􀁾􀀬􀁾 MAPSOO REI'..Jl.!I.UlLl!:C
􀀰􀀵􀀳􀁾􀀠 ---SUBOIVISIOlL-_______ _ ___ BLK. NO.-KII£_ LOT 􀀮􀀮􀀬􀀮􀁟􀁾􀀠 OOKPUTED....QI,L _ C'DJ.lI..._ DRAIIN_DLE __ C'O ___ SUPEAV ISOR_ .E...YAIf!lI.II!X. __ DATE J.lIJlEI:EIftll.IllL
__ o 􀁾􀁏􀀠 SO 90 120 AREA SUMMARY ..!Il<!. J1!l...fL IoIlOI.E PROPERTY_---211L7..1l2.. ________ PARCEL AREAS 􀁟􀀭􀀭􀀮􀁬􀁾________ 􀁆􀁅􀁅􀁟􀁾􀁅􀁩􀁌􀁟􀁐􀁅􀁒􀁈􀁁􀁎􀁅􀁎􀁔􀀠EASEI4ENT ____
CONSTRUCTION 􀁅􀁁􀁓􀁅􀁍􀁅􀁎􀁔􀁾􀀠_________ REMAI NDER II NCL. EASEMENTS' _ ..lJIuaL ____ DALLAS AREA RAPID TRANSIT EXHIBIT "c" SHEET 2 OF 4 
EXHIBIT'D' TRANSIT CENTER/ABP INVESTMENT #111, LTD. TRACT TOWN OF ADDISON, COUN'IY OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 482 BEING a tract of land situated in the G.W. Fisher
Survey, Abstract No. 482, Town of Addison, Dallas County, Texas and being a portion of a tract of land described in instrument to ABP Investment HID, Ltd. as recorded in Volume 82108,
Page 2694 of the Deed Records ofDaUas County, Texas, and being more particularly described as follows: COMMENCING at a 5/8 incb iron rod found at the southeast corner of said ABP Investment
Hill, Ltd. (ABP) tract, same being the southwest corner of a tract of land described in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the
Deed Records, Dallas County, TeJ<as, said point also being on the north right-of-way line of Arapaho Road; THENCE North 89 degrees 35 minutes 00 seconds West along the southerly line
of said ABP tract and northerly right-of-way line of Arapaho Road a distance of 430.16 feet to to an "x' cut set in concrete for the most southwesterly corner of said ABP tract; THENCE
North 44 degrees 31 minutes 05 seconds West along the southwesterly line of said ABP tract and northeasterly right-of-way line ofArapaho Road a distance of 21.18 feet to an "x" cut set
in concrete for a corner on the westerly line of said ABP tract and east right-of-way line of Addison Road (60 foot wide right-of-way) as described in deed to the City of Addison recorded
in Volume 334 Page 0106 of the Deed Records of DaUas County, TeJ!llS; . THENCE North 00 degrees 17 minutes 50 seconds East along the westerly line of said ABP tract and easterly right
of way line of Addison Road a distance of 27.66 feet to an "x' cut set in concrete for the POINT OF BEGINNING; THENCE North 00 degrees 17 minutes 50 seconds East along the westerly line
of said ABP tract and easterly right of way line of Addison Road a distance of 84.69 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap at tbe nortbwest corner of said ABP tract;
THENCE North 66 degrees 25 minutes 50 seconds East along the northwesterly line of said ABP tract a distance of 282.45 feet to a 1/2 ineh iron rod set with "Huitt-Zollars" cap; THENCE
South 84 degrees 55 minutes 10 seconds East along the northerly line of said ABP tract a distance of SO.OO feet to an "lC' cut set in concrete; THENCE North 60 degrees 25 minutes 50
seconds East along the northwesterly line of said ABP tract a distance of SO.OO feet to a 5/8 ineh iron rod found; THENCE North 44 degrees 25 minutes 50 seconds East along the northwesterly
line of said ABP tract a distance of 66.23 feet to a 1/2 ineh iron rod found with "Huitt-Zollars" cap for a corner; THENCE Soutb 01 degrees 47 minutes 22 seconds West along the easterly
line of said ABP tract and easterly face of an existing building wau a distance of 142.59 feet to a 1/2 incb iron rod found with "Huitt-Zollars" cap, said point being the beginning of
a non-tangent curve to the left, having a central angle of 3 degrees 28 minutes 05 seconds, a radius of 862.00 feet, and being subtended by a 52.17 foot chord bearing South 57 degrees
10 minutes 27 seconds West; THENCE Southwesterly along said curve to the left an arc distance of 52.18 feet to a point for reverse curvature of a curve to the right, having a central
angle of 14 degrees 04 minutes 51 seconds, a radius of 778.00 feet, and being subtended by a 190.72 foot cbord bearing South 62 degrees 28 minutes 50 seconds West; G:\PROJ\OII77201 \05\EXHmrr.0
l2Jum 
THENCE Southwesterly along said curve to the right an arc distance of 191.20 feet to a PK nail set in asphalt paving for the point of compound curvature to the right, having a central
angle of 15 degrees 55 minutes 47 seconds, a radius of 240.00 feet, and being subtended by a 66.51 foot chord bearing South 77 degrees 29 minutes 09 seconds West; THENCE Westerly along
said curve to the right an arc distance of 66.73 feet to a point for reverse curvature to the left, having a central angle of 8 degrees 15 minutes 30 seconds, a radius of 260.00 feet,
and being subtended by a 37.44 foot chord beating South 81 degrees 19 minutes 18 seconds West; THENCE Westerly along said curve to the left an arc distance of 37.48 feet to an "x' cut
set in concrete for the point of reverse curvature to the right, having a central angle of 8 degrees 44 minutes 10 seconds, a radius of 768.00 feet, and being subtended by a 116.99 foot
chord bearing South 81 degrees 33 minutes 38 seconds West; THENCE Westerly along said curve to the right an arc distance of 117.10 feet to an "x' cut set in concrete; THENCE North 46
degrees 30 minutes 48 seconds West a distance of 27.38 feet to the POINT OF BEGINNING; CONTAINING 63,247 square feet of land, more or less. For Huitt-Zollars, Inc. 􀁅􀁓􀀮􀁾􀁡􀁨􀁾􀀼􀀠
Registered Professional Land Surveyor Texas Registration No. 4862 Huitt-Zollars, Inc. 3131 McKinney Avenue Suite 600 Dallas, Texas 75204 (214) 871-3311 G:\PROJ\OII77201 \OS\EXHlBIT.D
12115195 
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a<zes t:l.lud. _ fIt: lea. Exhibit D -.1Ll Page 2 of 2 011 
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........ """" 􀁾􀀦􀁖􀂷􀁾􀀠9 􀁬􀀦􀁊􀁴􀀧􀁉􀀭􀁾􀀮􀁉􀁦􀀱􀁬􀀮􀀬􀀮􀀧􀀢 • (U) 'IHI!ID Sa iIIII: r I, .... laid """" 113 iIe Iisb: ..... cIiMxz fit 19J.2Sl .. ID .. JIQiot felt .. IC .. -11>Il10
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So." l)' ..... IIid .... to dIo ...101; 􀁾tL 66.73 r. CD .. p>iaI; flIr-..._ •__ qf .. -... 10 tile loti. ....... a """""" .... qf I ....... J5 __ 30......... • nIIdlm of 2IiO.IIC ....
"'" IJciirrI 1 1 1 bye 􀀳􀀷􀁍􀁾 ••'•• U ......SoaIIlII ...... t!i! ___ 􀀱􀀷􀁾􀀠 'hi; 1 (13) 􀁾WCIImiy 1IIoOf d ....... l0 \l1Iellldm 􀁟􀁾"'37.41 _Ill .. paiIa fix'..-...._e of I CIIM
10 1bc ..i:ni:cc .. I:IO!I;U:II 􀁱􀁬􀁣􀀮􀁾,.,... 44 ...... 􀁉􀁾􀀠--u....... of. 􀀷􀁾 A:ct. ad t..iJI& _ ....... by .. 116.99 􀁾 cborrl ...... SOlIdI !I ....-:!3 --. n __West:; (1<1)
't'S!!NCE 􀁗􀁾u.,_...... to ... riPt. _ disGmi:Ie 1Jl117.1O"1D • poiIIl fix II1II_ ofsaid CIlIIW; (15) 'I'BEN'CE Nc.:tiI-46 __ 30 .....-... ....--VlIOt .. --=-d 2733 li=t .. Il1o POJ!iIT
OF 1IECllNNlN(1 CON'!'AlNJN() 1,( aau tL lad. ...... '" .... Exhibit D w 1m .... Page 2 of 2 -
"-, 􀁾􀀠 􀁾􀁩􀁴􀀴􀁲􀀢􀁾􀁺􀀮􀁷􀀭􀀧􀀴􀀲􀀮􀀵􀀹􀀧􀀺􀁫􀀺􀀠 •• ,,'lil e,""GlL[:J--4/(0 ABP INVESTMENT * I I I, LTD. 􀁾􀀠 I 1 ,I ----! ""n' .... \ (!J 0J \. 􀁾􀀻􀁦􀀩􀁪􀁔􀀯􀀿􀀷􀀯//: ...... ,....
"'M>'.... 4l. H H '" • 􀁎􀀴􀀴􀂷􀀲􀀺􀀵􀀧􀀵􀀰􀂷􀁾􀀭􀁓􀀶􀀮􀀠 o Z 􀁾􀀠 I 􀀾􀁾􀀠 U« 􀁾􀀸 ",' 0: :«:>"0. l"t!) .Jo ill « 􀁾􀁾􀀠 -.J "'0 >􀁾􀀾􀀠 w W > t-Z 0: ::l Z t!) 0 0: ... '" LrJ I-􀁌􀁧􀁾
:r: (f) t!) "w''e''. l.!.. >"'-'"', Zo 􀁷􀁾 "'a> :;. '::":> (:) '0" .. :::> " " 􀁾􀀠" 􀁯􀁾􀀠 ...0 .J'; ",0. w., \ ...", "0 \ 00> '" W'" . \ 􀁾􀁧 \ . \ .UP 􀁾􀀠 (:,10'. FI$HEA 􀀤􀁾􀁶􀁮􀀠
c:. r\ I 􀁊􀀮􀁾􀀡􀀭􀁾􀀮􀀺􀀮􀁾 ___u.u.___ 􀁮􀀮􀀮􀀮􀀮􀀮􀁵􀀮􀁾__ J:DV"'\ID COOK SUR'i!''' ASSTRACr NO. 3ZIl BASIS Of eEAAltiGS, THE CENTERLINE BEARING 01' ARAPAHO ROAD AS pER ----I. l)"
PAVING lilPIlOI'tllEHT PLANS ON FILE AT TIlE TO\IH Of ADO ISIlH. ADDISON CAR CARE NOTE) ADJACENT PROPEI!:TY OlINERS ARE iMlERS Of RECORD VOL,STIII PG,028S AS DETERMINED BY OCDR ANIO
OTf.ER PUBLIC RECORDS LEGEND PROPERTY DATA 00 FEE/PE_NT EASEI<EHT PROPERTY Il\/NER(Sl Of RECORIL ....AIIe..J.WIElIIIIENL! J.jJ...J.TJl.. __________ 􀁊􀀮􀀮􀀩􀁾􀀼􀁉􀀠 CONSTRUCTION EASEHENT
a STREET 􀁁􀁏􀁏􀁒􀁅􀀤􀁓􀀮􀀮􀀮􀀮􀁤􀁬􀀡􀁊􀁬􀁌􀀮􀁁􀁩􀁏􀁾􀁉􀁬􀁬􀀡􀁁􀁉􀁬_______________ REl!A IHOER SOIWEY....'l..f.lllleLA::.4L_ DEED VOlUHE.-=_ PA';E_ .l69. MAPSCO REF..Il.II..W..IA:l:
HOO"OOIOO"V"OOO.OO x BEARING AND OISTANCE SUBOIYISION.-____________ BLK. NQ.--.J«:tiE_ LOT NO __ .r::tH:IRS IIlOH ROO SET I, tHe-J. 'tffho\td)'. A hlfl RI,htUtd Pror.nIO'l",s1 LOMI .$I<t"",or.
COMI'UTED....lU-_ CKOJ.rL_ AREA SUMMARY 􀁾 ... 􀁨􀀧􀁴􀀮􀁢􀁾􀀠dluor. thot thh "Iql \o!i' >r'l;IGrld ,r<:ll1 g. lurH1 md. DR!\\Ol_Ill.£ __CKD ___ AREA ..IlL...lI. .0. prtpottd wltMyt ".n.fa
ot tltlf vlllnlOIi gild _, not ,.t'.lIt 11(1, '"I g:JII-YMd YMdn nv 􀀮􀁾􀁰􀀬􀁲􀀢􀁉􀀮􀁬􀁯􀁮􀀠 􀁾􀁾􀀠 􀁄􀀴􀁾􀁾􀁲􀀠IS. 􀁉􀁾􀀮􀀠Thlt plqt l/MOlE ________ 􀁐􀁒􀁏􀁉􀀧􀁅􀁒􀁔􀁙􀁟􀁾 011 _II."
II' ,.nrd or iloadlng: _Molt _, othol 11011 pr"p.,l,.. SUPERVI SOR_ .E..YAI:KI\IrL __ PARCEL AREAS 􀁟􀁾􀀴􀁌________ 􀁁􀁉􀁾􀀧􀀢􀀱􀀱􀀱􀀠 :IT􀀨􀁊􀁾􀁙􀁤􀁩􀁩􀀧􀁩􀁩􀁩􀁦􀁩􀁬􀀭􀀧􀂭 ou GI 􀁉􀁾􀁾􀀠htrto.,.
DATE 􀀭􀀧􀁉􀁬􀀮􀀮􀁬􀁬􀁅􀁾􀀡􀁬􀁬􀁌__ 􀁆􀁅􀁅􀁟􀁾􀀮􀁺􀁁􀁌 _ PERM4HENT EASEMENT ____ CONSTRUCTION 􀁅􀁁􀁓􀁅􀁍􀁅􀁎􀁔􀁟􀁾________ ittthlirid 􀁐􀁲􀁍􀁉􀀧􀁴􀀢􀁄􀁾􀁇􀁉􀀠 Land SUrnror u;c:v406080
Tun H<I. 48112 REIIAINDER IINCL. 􀁅􀁁􀁓􀁅􀁈􀁅􀁈􀁔􀁓􀀱􀁟􀀭􀂻􀁾􀁉_____ seALE IN' FUT DART PROJECT DALLAS AREA RAPID TRANSIT HUm-2.OLlARS EXHIBIT "0" .1$1 *,"Il10' 11f!t:1d.r'11J1'It:.co
􀁾􀁾􀀧􀁾􀂷􀀧􀁨􀂷􀀬􀁵􀁬􀁬􀀠 􀁾􀀠 SHEET 3 OF 4 OW, NO, REV 
EXHIBlT"E" ARAPAHO ROAD/MCM COMPANY TRACT TOWN OF ADDISON, COUNT'i! OF DAlLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 4SZ BEING a tract of land situated in the G.W. Fisher Survey, Abstract
No. 482, Town of Addisoo, Dallas County, Texas and being portions of tracts of land described in instruments to MCM Company as recorded in Volume 78212, Page 3704; Volume 82179, Page
1554; Volume 82179, Page 1559; Volume 84008, Page 1944 and Volume84133, Page 0532 of the Deed Records, Dallas County, Texas, and being more particularly described as follows: COMMENCING at a 518 inch iron rod found at the southwest corner of the tract
of land described in said instrument recorded in Volume 84133, Page 0532 of the Deed Records of Dallas County, Texas, said point also being the southwest comer of a tract of land described
in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the Deed Records, Dallas County, Texas, said point also being on the north right-of-way
line of Arapaho Road; THENCE North 01 degree 47 minutes 22 seconds East along the westerly line of said Southwestern Bell Telephone Company tract and the easterly face of an existing
building wall for a distance of 100.00 feet to a point for a corner, said point being the northwest corner of the Southwestern Bell tract and the POINT OF BEGINNING of this tract; THENCE
North 01 degree 47 minutes 22 seconds East along the easterly line of said MCM Company tract and continuing along said building wall face a distance of 80.77 feet to a 1/2 inch iron
rod set with "Hultt-Zollars" cap, said point being the beginning of a non-tangent curve to the right, having a central angle of 7 degrees 26 minutes 44 seconds, a radius of862.00 feet,
and being subtended by a 111.94 foot chord bearing North 62 degrees 37 minutes 51 seconds East; THENCE Northeasterly along said curve to the right an arc distance of 112.02 feet to the
point of tangency of said curve; THENCE North 66 degrees 21 minutes 13 seconds East a distance of 459.84 feet to a 1\2 inch iron rod set with "Huitt-Zollars" cap at the point of curvature
of a curve to the right, having a central angle of 5 degrees 50 minutes 19 seconds, a radius of 942.00 feet, and being subtended by a 95.95 foot chord bearing North 69 degrees 16 minutes
23 seconds East; THENCE Northeasterly along said curve to the right an arc distance of 95.99 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap; THENCE North 36 degrees 13 minutes
52 seconds East a distance of 24.14 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap on the westerly right-of-way line of Quorum Drive (80 foot wide right-of-way) as described
in instrument to the Town of Addison as recorded in Volume 82149 page 240 of the Deed Records of Dallas County, Texas; THENCE South 00 degrees 11 roinutes 10 seconds East along the westerly
right-of-way line of Quorum Drive a distance of 133.64 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap; THENCE North 54 degrees 50 minutes 08 seconds West a distance of 23.14
feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap at the beginning of a non-tangent curve to the left, having a central angle of 3 degrees 29 minutes 00 seconds, a radius of 848.00
feet, and being subtended by a 51.55 font chord bearing South 68 degrees 05 minutes 43 seconds West; THENCE Southwesterly along said curve to the left an arc distance of 5155 feet to
a 1/2 inch iron rod set with "Huitt-Zollars" eapat the point of tangency of said curve; G:\PRonOI17tJ:01\O$\EXHUlrr.E 􀀱􀀲􀁉􀀱􀁾􀀠
\ mENCE South 66 degrees 21 minutes 13 seconds West a distance of 60.80 feet to a 1/2 inch iron rod set with "Huitt-Zollars' cap at the point of curvature of a curve to the right, having
a central angle of 11 degrees 28 minutes 42 seconds, a radius of 260.00 feet, and being subtended by a 52.00 foot chord bearing South 72 degrees 05 minutes 34 seconds West; THENCE Southwesterly
along said curve to the right, an arc distance of 52.09 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap atthe point of reverse curvature of a curve to the left, having a central
angle of 11 degrees 28 minutes 42 seconds, a radius of 240.00 feet, and being subtended by a 48.00 foot chord bearing South 72 degrees 05 minutes 34 seconds West; THENCE Southwesterly
along said curve to the left an arc distance of 48.08 feet to a 1/2 inch iron rod set with "Huitt-Zollars· cap at the point of tangency of said curve; THENCE South 66 degrees 21 minutes
13 seconds West a distance of 299.54 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap at the point of curvature of a curve to the left, having a central angle of 8 degrees 42
minutes 30 seconds, a radius of 778.00 feet, and being subtended by a 118.13 foot chord bearing South 61 degrees 59 minutes 58 seconds West; THENCE Southwesterly along said curve to
the left an arc distance of 118.25 feet to a 1/2 inch iron rod set with "Huitt-Zollars· cap on the north line of said Southwestern Bell Telephone Company tract; THENCE North 89 degrees
36 minutes 43 seconds West along the north line of said Southwestern Bell Telephone Company tract a distance of 31.32 feet to the POINT OF BEGlNNfNG; CONTAINING 59,554 square feet of
land, more or less. For Huitt-Zollars Inc. 􀁾􀁾 􀁾􀀮􀀮􀀮􀀭􀀭 lz..b.<..I"l'S"" EricJ. 􀁡􀁨􀁾􀀠 Registered Professional Land Surveyor Texas Registration No. 4862 Huitt-Zollars Inc. 3131
Mckinney Ave. Suite 600 Dallas, Texas 75204 (214) 871-3311 􀁇􀁾􀁜􀁰􀁒􀁏􀁊􀁜􀀨􀁮 11T.cll1'4S\EXHIlUT.E 12I1S195 
LAND DESCRIPTION PARCEL NO.2 ARAPAHO ROAD PAGEl JANUARY rt, 1995 BEING 1.367 acres of land situated in the G.W. Fisher Survey, Abstract No. 4g2, Town of Addison, Dallas County, Texas
and being portions of tracts of land described in instruments to MCM Company as recorded in Volume 78212, Page 3704; Volume 82179, Page 1556; Volume 82179, Page 1559; Volume 84008, Page
1944 and Volume 84133, Page 0532 of the Deed Records, Dallas County, Tex"" and being more particularly described as follows: COMMENCING at a 5/8 inch iron rod found at the southwest
corner of the tract of land described in said instrument recorded in Volume 84133, Page 0532 of the Deed Records of Dallas County, Texas, said point also being the southwest corner of
a tract of land described in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the Deed Reeords, Dallas County, Texas, said point also being
on the north right-of-way line of Arapaho Road; THENCE North 01 degree 47 minutes 22 seconds East along the westerly line of said Southwestern Bell 'telephone Company tract and a easterly
face of an existing building waH for a distance of 100.00 feet to a point for a corner, said point being the northwest corner of the Southwestern Ben tract and the POINT OF BEGINNING
of this tract; (1) THENCE North 01 degree 47 minutes 22 seconds East along the easterly line of said MCM Company tract and continuing along said building wall face a distance of SO.77
feet to a point for a corner, said point being the beginning of a non-tangent curve to the right, having a central angle of 7 degrees 26 minutes 44 seconds, a radius of 862.00 feet,
and being subtended by a 111.94 foot chord bearing North 62 degrees 37 minutes 51 seconds East; (2) THENCE Northeasterly along said curve to the right an arc distance of 112.02 feet
to the point of tangency of said curve; (3) THENCE North 66 degrees 21 minutes 13 seconds East a distanee of 459.84 feet to the point of curvature of a curve to the right, having a central
angle of 5 degrees 50 minutes 19 seconds, a radius of 942.00 feet, and being sub tended by a 95.95 foot chord bearing North 69 degrees 16 minules 23 seconds East; (4) THENCE Northeasterly
along said curve to the right an arc distance of 95.99 [eel 10 a point for a corner; (5) THENCE North 36 degrees 13 minutes 52 seconds East a distance of 24.14 feet to a point for a
corner on the westerly right-of-way line of Quorum Drive (SO foot wide right-of-way); (6) THENCE South 00 degrees 11 minutes 10 seconds East along the westerly right-of-way line of Quorum
Drive a distance of 133.64 feet to a point for a corner; (7) THENCE North 54 degrees 50 minutes 08 seconds West a distance of 23.14 feet to a point being the beginning of a non-tangent
curve to the left, having a cenlral angle of 3 degrees 29 minutes 00 seconds, a radius of 848.00 feet, and being subtended by a 51.55 foot chord bearing South 68 degrees 05 minutes 43
seconds West; (8) THENCE Southwesterly along said curve to the left an arc distance of 51.55 feet to the point of tangency of said curve; (':\1'II.OJ'OII n:O[IO:!IL/\NIJIZSC'. I 􀀱􀀧􀁾􀁾􀀱􀀹􀁾􀀠
(9) THENCE South 66 degrees 21 minutes 13 seconds West a distance of 60.80 feet to thc point of curvature of a curve to the right, having a central angle of 11 degrees 28 minutes 42
seconds, a radius of 260.00 feet, and being subtcnded by a 52.00 foot chord bcaring South 72 degrees 05 minutes 34 seconds West; (10) THENCE Southwesterly along said curve to the right,
an arc distance of 52.09 feet to the point of reverse curvature of a curve to the left, having a central angle of 11 degrees 28 minutes 42 seconds, a radius of 240.00 feet, and being
subtended by a 48.00 foot chord bearing South· 72 degrees 05 minutes 34 seconds West; (1l) THENCE Southwe·sterly along said curve to the left an arc distance of 48.08 feet to the point
of tangency of said curve; (12) THENCE South 66 degrees 21 minutes 13 seconds West a distance of 299.54 feet to the point of curvature of a curve to the left, having a central angle
of 8 degrees 42 minutes 30 seconds, a radius of 778.00 feet, and being subtended by a 118.13 foot chord bearing South 61 dcgrees 59 minutes 58 seconds West; (13) THENCE Southwesterly
along said curve to the left an arc distance of 118.25 feet to a point for a corner on the north line of said Southwestern Bell Telephone Company tract; (14) THENCE North 89 degrees
36 minutes 43 seconds West along the north line of said Southwestern Bell Telephone Company tract a distance of 31.32 feet to the POINT OF BEGINNING, CONTAINING 1.367 acres of land,
more or less. £' ti;II'ROjIOI 􀁛􀀷􀀷􀁾􀁏􀁉􀁜􀁏􀁚􀁜􀁌􀁁􀁎􀁬􀁬􀁅􀀮􀁾􀀨􀂷􀀮􀁊􀀠 P:::.\IJ.\ 
----D -"' o MCM COMPANY Tovti OF ADDISON NATRON LIMITED PARTNERSHIP VOL.93243 PG.S42Z 􀁖􀁏􀁌􀁾􀀹􀀱􀀲􀀳􀀲􀀠PG.3538 167,.:33' A; 11'28' 42' R260.00" l= :12.09' ca. S72'O:l'34"W z 􀁾􀀠
c. :12.00' 0 50 100 1_...1_...1 r 􀁉􀁾􀁏􀀠 I 200 I SCALE IN FEET -oz , ' .1,, ' , len , ' o z tV <1: 0: t[f) CO <1: >W > 0: => [f) 􀁾􀀬􀀬􀀧 􀀢􀁾􀀠 􀁾􀀠-". 􀁾􀀠 􀁜􀁁􀀮􀂷􀀢􀁉􀀧􀁉􀁾􀁾􀁈􀀠􀀮􀁣􀀺􀀬􀀺􀀻􀁾�
�􀁾􀁾􀀠􀁾􀀠􀁾􀀠. 􀁾􀁏􀁌􀀮􀀱􀀸􀀲􀀱􀀲􀀠PG.3104 􀁲􀀰􀁾􀁾􀀺􀀺􀁾􀁧􀀺􀀠:g: 􀀺􀁾􀁾􀀺􀀠 VOL.6400B PG.1944 VOL.64133 PG.053Z ..' ." MeN COMPANY % VOl.16Z12 PG.3104 VOL.SlI19 PG.I556 YOL.sa119
PG.J559 VOL.6400a PG.1944 VOL.64133 PG.053Z _. -' 􀁾􀀠􀁾􀀠􀁾􀀠.. a 8 􀁾􀁾􀀠 􀁾􀂭 z'" <0 <<ru' =>a u JO <0 15:;: ;::"j ;1;> ffi 􀁾􀀠 := 0:' W I [f) 􀁾􀁾􀀭􀀢􀀠 􀁾􀁾􀂭 A. s''lIl!''30" ,
7711';00" -.. _. 􀁾􀀠 .-'i LL S6I'!I9'di!·W 118.13' 􀁾􀀠 (!) -_'i: "<qt. . II '"rOf • ," ING if 􀁾􀀠 􀀬􀁾􀀢􀀢􀀧􀀢􀀠 Z (I 􀀷􀁾􀀩􀀧􀁾􀀠 P0_1_N "T_...,..􀁏,. .􀁆􀁟􀁾􀀬􀁾􀀠':)(􀀬I;t::􀀮J.'O"􀀠-,,'\'"
'"r ' 0 I -CO 1--IOlD O· <0:<.:> wu.. 0:1I-(() ZO owr'o" Tfis 1$ If1 CKtffy t/l:l:1f 􀁴􀁾􀀠􀁾􀁾was modtt Uidtlf' ny SJJI)IKV/.rm on <md tfD't tM 􀁾 I;JIId bctJnd:s $lrMn lterflOfl (JftI
trw I;JIId ccrrttd If1 till M6f Qf ny kro.vl«l9& FQr Hv1tf.ZQ/1t!r.s.In;:. THs (jrtNIfl1tfl tr/IU)' not bo rrJ(XodlJClJd w/thM tm wrfttlJ(; PlJl'Jri6Slon Qf Dafa A.Smtth. Rog/mrlJd P""fJ.$,sIMrJILoId
􀁳􀁾􀀮􀀠 PRELIMINARY REVIEW COpy DALE A S/IITH. REGISTERED PROFESSIONPL UWD SUfYEYOR NO. 4412 ;'1 nI \ 􀁾􀀠 r, ' i'.,\ A,: ': BASI'S OF 8£MIHGSt Tm G'#fIIIff'IlM I»«lfISi q( MIst/fig
kdJ1l,1k> RIX1d <1$ pt!!tt' pllY(J 􀁉􀁊􀁴􀁖􀁊􀁦􀁾 p/f.'IIV M flif!. HUll[ -ZOLlARS 􀁾􀀱􀀳􀀱􀀠 I¢I!.INH(V AVENUE/SUITE GOO DALLAS. lEI(.t.SIZI .. 􀁾􀁥􀁬􀁴􀁍􀀳􀁊􀁉􀁉􀀠 ARAPAHO ROAD RIGHT-OF-WAY
EXHIBIT TOWN OF ADDISON. TEXAS rO', Town or Addison Public Wo,k. 16801 W.sI9IOV., Addison, TX 􀀷􀁾􀁏􀁏􀁉􀀠 EXHIBIT PARCEL NO.--'=-___ OWNER. MeM COMPANY AREA. 1.367 ACRES DATE. JAN.27.
1995 
EXHIBIT "F' ARAPAHO ROAD/ABP INVESTMENT #111, LTD. TRACT TOWN OF ADDISON, COUNTY OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 48Z BEING a tract of land situated in the G.W. Fisher
Survey, Abstract No. 482, Town of Addison, Dallas County, Texas and being a portion of a tract of land described in instrument to ASP Investment #III, Ltd. as recorded in Volume 82108,
Page 2694 of the Deed Records of Dallas County, Texas, and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod found at the southeast corner of said ASP Investment
#III, Ltd. (ASP) tract, sante being the southwest comer of a tract of land described in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the
Deed Records, Dallas County, Texas, said point also being on the north right-of-way line of Arapaho Road; THENCE North 89 degrees 35 minutes 00 seconds West along the said southerly
line of said ASP tract and northerly right-of-way line of Arapaho Road a distance of 430.16 feet to an "l(' cut in concrete set for the most southwesterly corner of said ASP tract; THENCE
North 44 degrees 31 minntes 05 seconds West along the southwesterly line of said ASP tract and northeasterly right-of-way line of Arapaho Road a distance of 21.18 feet to an "x" cut
in concrete set for a comer On the westerly line of said ASP tract and east right-of-way line of Addison Road (60 foot wide right-of-way) as described in deed to the City of Addison
recorded in Volume 334 Page 0106 of the Deed Records of Dallas County, Texas; THENCE North 00 degrees 17 minutes 50 seconds East along the westerly line of said ASP tract and easterly
right of way line of Addison Road a distance of 27.66 feet to an "x" cnt set in concrete; THENCE South 46 degrees 30 minutes 48 seconds East a distance of27.38 feet to an "x" cut set
in concrete, said point being the beginning of a non-tangent curve to the left, having a central angle of 8 degrees 44 minutes 10 seconds, a radius of768.00 feet, and being subtended
by a 116.99 foot foot chord bearing North 81 degrees 33 minutes 38 seconds East; THENCE Easterly along said curve to the left an arc distance of 117.10 feet to an 'x' cut set in concrete
at the point for reverse curvature of a curve to the right, having a central angle of 8 degrees 15 minutes 30 seconds, a radius of 260.00 feet, and being subtended by a 37.44 foot chord
bearing North 81 degrees 19 minutes 18 seconds East; THENCE Easterly along said curve to the right an arc distance of 37.48 feet to a point for reverse curvature of a curve to the left,
having a central angle of 15 degrees 55 minutes 47 seconds, a radius of 240.00 feet, and being subtended by a 66.51 foot chord hearing North 77 degrees 29 minutes 09 seconds East; THENCE
Northeasterly along said curve to the left an arc distance of 66.73 feet to a PK nail set in asphalt paving at the point for compound curvature to the left, having a central angle of
14 degrees 04 minutes 51 seconds, a radius of 778.00 feet, and being sub tended by a 190.n foot chord bearing North 62 degrees 28 minutes 50 seconds East; THENCE Northeasterly along
said curve to the left an arc distance of 191.20 feet to apoint for reverse curvature of a curve to the right, having a central angle of 3 degrees 28 minutes 05 seconds, a radius of
862.00 feet, and being subtended by a 52.17 foot chord bearing North 57 degrees 10 minutes 27 seconds East; THENCE Northeasterly along said curve to the right an arc distance of 52.18
feet to a 1/2 inch iron rod found with "Huitt-Zollars' cap on the easterly line of said ASP tract and easterly face of an existing building wall; G;\PROJ'41 i 77201 'D5\EXHIBIT.F 12IIS195

THENCE South 01 degrees 47 minutes 22 seconds West along the easterly line of said ABP traet and easterly face of said building wall a distance of 180.77 feet to the POINT OF BEGINNlNG;
CONTAINING 33,591 square feet of land, more or less. For Huitt-Zollars Inc. 􀂣􀁾 􀁾􀀯 lz..lv,.hs-Eriel. Yah dy Registered Professional Land Surveyor Texas Registration No. 4862 Huitt-Zollars
Inc. 3131 Mckinney Ave. Suite 600 Dallas, Texas 75204 (214) 871-3311 G;\PROJ'lOll '1'i'M1 'lO$\EXHlBrr,F IZfUI9S 
LAND DESCRIPTION PARCEL NO. I ARAPAHO ROAD PAGE I MARCH 13,1995 BEING 0,771 of an acre of land situated in the G.W, Fisher Survey, Abstract No, 4R2, Town of AddLs"n, Dullas County, Te,,",
and being a portion of a tract of land described in instrument to ABP Investment #111, Ltd, as recorded in Volume 82109, Page 2694 of the Deet! Records of Dallas County, Texas, and being
more particularly described as follows; (I) BEGINNING at a 5/8 inch iron rot! found at the sam hens! corner of said ABP Investment #1II, Ltd, (ABP) tract, same being the wuthwest corner
of a tiact of land described in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the Deed Record" Dallas County, Texas, said point also being
on the north right-of-way line of Arapaho Road; (2) THENCE North 89 degrees 35 minutes 00 seconds West along the said southerly line of said ABP tract and northerly right-of-way line
of Arapaho Road a distance of 430.16 feet to a point for the most southwesterly corner of said ABP tract; (3) THENCE North 44 degrees 31 minutes 05 seconds West along the southwesterly
line of said ABP tract and northeasterly right-of-way line of Arapaho Road a distance of 21.18 feet to a point for a corner on the westerly line of said ABP tract and east right-of-way
line of Addison Road (60 foot wide right-ufway); (4) THENCE North 00 degrees 17 minutes 50 seconds East along the westerly line of said ABP tract and easterly right of way line of Addison
Road a distance of 27_66 feet to a point for a corner; (5) THENCE South 46 degrees 30 minutes 48 seconds East a distance of 27.38 feet to a point for a corner, said point being the beginning
of a non-tangent curve to the left, having a central angle of 8 degrees 44 minutes 10 seconds, a radius of 768.00 feet, and being subtended by a 116_99 foot chord bearing North 81 degrees
33 minutes 37 seconds East; THENCE Easterly along said curve to the left an arc distance of 117.10 feet to a point for revcrs" curvature of a curve to the right, having a central angle
of S degrees 15 minutes 30 seconds, a radius of 260.00 feet, and being suhtended by a 37.44 foot chord bearing North 81 degrees 19 minutes 17 seconds East; (7) THENCE Easterly along
said curve to the right an arc distance of 37.48 feet to a point for reverse curvature of a curve to the left, having a central angle of 15 degrees 55 minutes 47 seconds, a radius of
240.00 feet, and being subtended by a 66,51 foot chord bearing North 77 degrees 29 minutes 09 secnnd, Eas!; (8) THENCE Northeasterly along 􀁾􀁡􀁩􀁤􀀠curve to the left an arc distance
of 66,73 feet to a point fnr it compound curve to the left, having a central angle of 14 degrees 04 minutes 51 second" a radius of 778.00 fcet, and being subtended by a 190,72 foot chord
bearing North 62 degrees 28 minutes 49 seconds East; (9) THENCE Northeasterly along said curve to the left an arc distance of 191.20 feet to a point for reverse curvature of a curve
to the right, having a central angle of 3 degrees 28 minutes 05 second" a radills of 862,00 fcet, and being subtended by a 52.17 foot chord bearing North 57 degrees 10 minutes 27 seconds
East; (10) THENCE Northeasterly along said CUrve to the right an arc distance of 52,18 feet to a point for a corner on the easterly line of said ABP tract and easterly face of an existing
building wall; ti:II']{OJ\ClIl 􀁮􀁾􀁏􀁉􀀠\O:!\LASUr}W.1 􀁾􀁉􀁽􀁩􀀬􀀧􀀿􀁾􀀠
(11) THENCE South 01 degrees 47 minutes 22 seconds West along the easterly line of said ABP lract .md easterly face of said building waH a distance of 180.77 feet to the POINT OF BEGINNING,
CONTAINING 0.771 of an acre of land, more or less. ) (,,\I'I(OJ\OI I 11;:01 IO:!\lA;o.Jlms(".1 􀀲􀀧􀀱􀀧􀀻􀁴􀀧􀀩􀁾􀀠
8 ABP INVESTMENT • I I I .1NC • tiL 1'1 D z 􀁾􀀠 z: o 􀁾􀁏􀀠 60 90 120 L--...J;-;d ! I SCALE IN FEET INTERNATIONAL GUARANTY CORP. VOL.92001 PG.0611 z o-CO 1--rDiD O· <1:<:':> 0.. rz
wuCO 2:...J =>0 0:> o => a QUORUM CENTER LTD. PIS VOL.92Q38 􀁐􀁇􀀮􀁏􀁾􀁾􀀱􀀠 􀁾􀀧􀀠 \ 􀀺􀁴􀁾􀀭 , 􀀬􀁟􀀮􀁾􀀭􀀢􀀧􀁐􀀢􀀭􀀮􀀧􀀠I 􀁾􀀠 .. G.Y. FISHER su.ve. 􀁁􀀧􀀢􀀬􀀮􀁁􀁾􀀮􀀠dR' 3•• 30.<"
\ .J 􀀮􀀢􀀢􀀮􀁌􀀬􀁷􀁰􀀽􀁲􀀭􀁲􀀬􀁾􀀬􀀠i:ADp I SON RO_AD EDYARO COOK 􀁾___---l \ ( .,.... CLPC T!i$ Is to ctrl/fy th:JJ till ()/:KNe 􀁾 wos 􀁮􀁴􀁸􀁦􀁾􀀠unim-ny 􀁾􀁬􀀤􀁬􀀨􀀩􀁦􀁬􀀠M wrJ
fhd tht R'Ifh.S t:II'd iK1I.Ja!&: $ht;tWtI thKl!IOn ora froII end oorr«!' to thlf ()fN;t d' ny tn;wkJdl)$. For HuJtt-.Z"'fiffS.lrr;. Tlis drawIng 􀁾 rd b$ 􀁦􀁾􀁴􀀾􀀺􀁩􀀱􀁬􀁃􀁴􀁐􀁤􀀠wlthM'
􀁦􀁾􀀠written porml5Sfon d' Doh: ASmilh. 􀁒􀁥􀁴􀀻􀁬􀁾􀀠􀁐􀁲􀁤􀁾Umd SV1'WI)fOf'. PRELIMINARY REVIEW COpy [)PJ.£ A SilfTH. REGISTEReD PROFESSIONPJ.. UWD SURiEYOR NO. 4412 '-!! '" I f"'l
,.... l I ARAPAHO ROAD RIGHT-OF-VAY EXHIBIT TOWN OF ADDISON, TEXAS HUllT-ZOLlARS 3131 'MCXIHNEY A't'OdJ£lSUllii: 600 O>lLl.J.s. lEXA.5.'ZU-611-3311 􀂷􀁩􀁾􀁴􀀠 􀁉􀁉􀀯􀀺􀁾􀀻􀀻􀀧􀀠 BAStS
OF BEARINGS, TJrt 􀁃􀀱􀁦􀁦􀁉􀁉􀁦􀁲􀁬􀀯􀁾􀀠/J«Jrlng d ulsflng Nop<1lo RfJf1d (15 prr PtNJrv 􀀧􀁾􀁰􀁬􀁡􀁮􀁳 ()fI flm. For. Town or Addison Publ ie Vorks IsaOI Weslgrovo, Addison, TX 75001
EXHIBIT PARCEL NO • ....cI'---__ OWNER, ASP INVESTMENT .111. INC. AREA, 0.771 ACRE DATE, MAR. 13. 1995 
4fiih,+ C:;j >1\ \'l Iii I""""" 􀁾􀁉􀀠 :1 eu......,. Dr\t-rtJ ..-... @􀁉􀁾􀁜􀀩􀀠 nl. 􀁛􀁓􀁾􀁾􀁔􀀠 2 3 .. -4 􀁾􀀠 'L__􀀽􀁾􀀠 IIIo\t/l.C.£LA.H 111lW««1:r PAOI'lO,It1rIu11 1 􀁗' 􀀴􀀮􀁾􀁾􀀧􀀺􀁉􀁾􀁗􀁾􀁾􀁡
􀁬􀁗􀁬􀁪􀀢 􀀧􀀱􀁡􀀺􀁾􀁾􀁟􀀭___-----J QUORUM DRIVE L \ MMMAN )_1 ---,--------\ \ \ 􀁖􀁏􀁤􀀲􀀱􀀹􀁾􀀠􀁾􀁤􀀵􀀵􀀮􀀠 I !ji! I \ \ \\ t;;1 \ 􀁾􀀭􀀭􀀭􀁜􀁜􀀢􀀠 I§ I INDEX 1;1 􀁾􀀠 􀁾􀀠 􀁾􀀠 􀁾􀀠
􀁾􀀠 w 􀁾􀀠 􀁾􀀠 4. ". '" 10 􀁉􀀠 􀁾􀀠 I􀁡i 􀀲􀁾􀁏"􀁾N􀀠Y 0: "0A _ I 􀀮􀁾 '\ \ \.:J \ r:::\\ \\} \ \f\\ \i 􀁾􀀠􀁉􀁾􀀠􀁾􀀠 \ 􀁜􀀭􀀭􀀭􀀭􀀭􀀬􀀮􀀭􀁾􀀭􀁪􀀩􀀠 􀁾􀀠 \ \ 􀁍􀁃􀁍􀁃􀁏􀁍􀁾􀀠 􀁾􀀠
\ \ VOL ••2179 􀁾􀁇􀀮􀁲􀀵􀀵􀀹􀀠 ____ 􀁾􀀠 \\ 􀁜􀁾􀁩􀁾􀀻􀀻􀁌􀁮􀀢􀀻􀂷􀀮􀀧􀂷􀂷I 􀀽􀀺􀁾􀀧􀀡􀀧􀁩􀀢􀀠 \ -'\ I i \ 'ill \% \ 􀁁􀀶􀁾􀁉􀁩􀁾􀁖􀁅􀀠􀁴􀁾􀀺􀁎􀁔􀀠 I I 􀁾􀁾􀀠 \'" \ VOL.S2101l 􀁾􀁇􀀮􀀲􀀶􀀹􀀴􀀠I
I i \ I ",'? I \ 01 . 􀁾􀁜􀀠 F \ "'\'iJ,\ 0 \ \ \ 􀁾􀀺􀁉􀀮􀀢􀀠\ D I t-V' '" I I 1,\'f;,\ I. 􀀮􀁾􀁾􀁜􀀠 􀁉􀀪􀀻􀁾􀀠 􀁾􀁜􀁩􀀱􀀻􀁜􀀠 'I IIi \ 􀁾􀁾􀁜􀀠 U Iii 􀁾􀀠 1J,.--1) \:. 􀁉􀁴􀁬􀁷􀀻􀁾􀁾􀁟􀁟􀁟􀀠
.... 􀁾􀁟􀀮􀁁􀁄􀁊􀁬􀁬􀀮􀁓􀁑􀁎􀀮􀀮􀀮􀁒􀁑􀁁􀁄􀀠 􀁭􀁾􀁾􀁒􀀺􀂧􀀬􀁾􀀠__ _ _______ EXHIBIT DESCRIPTION D􀁾􀀸R􀁩A􀀻􀁜W􀁜􀁾IN􀁊􀀠Gr TRANSIT 􀁃􀁾􀁎 COMPANV C TRANSIT CENTER/ABP INVESTMENT. III.
LTD. 0 ARAPAHO ROAD/I«:N COMPANV E ARAPAHO ROAD/ASP INVESTMENT. III. LTD. F TRANS I T CENTER/GEORGE P. KONDOS & DAN IEL P. KONOOS I NOTE: ADJACENT PROPERTY OYNERS ARE OWNEAS or RECORD
AS DETER"'NED BY DCDR AND OTHER P\I1!lIC RECORDS LEGEND PROPERTY DATA 00 (,-/..;[ FEE/PERt{ANENT 􀁅􀁁􀀢􀀧􀁾􀀡􀀺􀀮􀀧􀁾􀁉􀀠 COOSTRUCTION EASEJ.lOO REMAINDER PROPERTY (MolER(S) Of REGORIL
_____________􀁾____ D 􀁈􀁄􀁏􀂷􀁏􀁏􀁉􀁄􀁏􀂷􀁖􀀢􀁏􀁏􀁏􀁾􀁏􀁏􀂷􀀠 SEAR!NG MiD DISTANCE IRS IROO ROO SET I. £rlf. J. 􀀧􀁴􀀱􀁉􀀱􀁉􀁾􀀮􀀠10 Tuol RIGllt.ltd P(ohu!$I!.;;I 1.,,11'£ $l<h"'Or.
dO lI,f.lIy Ii.oln. f!<111 fM. plct _ "n9I1n:l Irm 0 illtvl1l'11J:1d, 1M\ til' ,flllllld Wldtf Iffd ,lIp.,.III'1II "II 􀁉􀁨􀁾􀁴􀁦􀀠111, 1"", 11Ih "1,,, I'IfO' pf.",f,': wItM'" bfll,tlt
or 11th. o"ln)oll ond JNI1 not nll.of <Ill JNItHf, Of ncord or .tcmdlno 1I!tloll IN, 􀁯􀀢􀁾􀁯􀁴􀀠 tl>ll 􀁬􀀧􀁲􀁬􀁬􀁰􀁴􀁲􀁴􀁾􀀮􀀠 411 ••􀁾􀀮􀁮􀀠on <II r/'0Jlf! 1I,,.or>, < I>' 􀀧􀀭􀀧􀁜􀁟􀁵􀀮􀀮􀁾􀀮􀀠0
I 􀁾􀁾􀀡􀁩􀀮􀁾􀀻􀀺􀀺􀁉􀀾􀀻􀀺􀀻􀀺􀁙􀀮􀁮􀀬􀁏􀁴􀁬􀀼􀁬􀀱􀀠loglUI Sllty,rot Tu.. N$. 􀁾􀀠\ 􀁴􀀮􀀮􀁬􀀢􀁴􀀮􀁾􀀠 t'"\ ')" STREET AOORESS______________________ 􀁓􀁕􀁬􀁖􀁅􀁙􀀮􀁊􀁬􀀮􀁾􀁬􀁬􀁩􀁬􀁊􀁥􀁌􀁫􀁁􀁬􀁉􀀲􀀮
􀀮􀀮􀀮􀁟􀀠DEED VOllJ"E._ 􀁐􀁁􀁾􀁅.. ___ ",pseo REF.JlAI.ULlJ=I: S1JBDIVISIOIL... ____________ BLk. NO.-lIl!£_ lOT NO._1lIltiL. eOllPUTED....llE.... _ CJ(DJ:..!r..._ DRAIIN_IlLf_.. CJ(D
___ Sll?ERVISOO_ LY!!£I\IIjl __ DATE ...2l!..llE<:ElI!IOltJ!L __ o 50 100 150 200 SCAl..e: 􀁉􀁾􀀠f'e:£T AREA SUMMARY .IlW.. 􀁾􀀠 'WHOLE PROPERTY ____________ PARCEL AREAS ______ _ ___
FEE _____ PERMANENT EASEMENT ____ COOSTRlICTION 􀁅􀁁􀁓􀁅􀁾􀁎􀁔__________ REMA!NDER (INCL. EASEMENTSI__ _ ____ DART PROJECT DALLAS AREA RAPID TRANSIT HUm-2Ol.lAPS 1181 au..,. f._Itt:
_ _ UJI. l'IJ',QJ1U-UI-iQII I 􀀢􀀧􀁾􀁾􀀠􀀻􀁤􀁾􀀬􀁾􀀠;,1 :', "'''__ ,' :,:',: 'I,' ' . ,', ,'" ,;. 􀁾􀀠 ',,. ADDISON TRANSIT CENTER EXHIBIT INDEX MAP 􀀩􀁬􀀻􀀺􀁾􀂷􀁲􀀻􀀮􀁜􀀬􀀠􀁾􀀠 .....
'. " SHEET I OF 4 lOW' NO. IAtV
SCHEDULE OF LEGAL FEES INDIVIDUAL TITLE HOURLYRATE Paul D. Jones Chief Counsel, Real Estate/Environmental Law Division $75.00 David Schulze Assistant General Counsel $50.00 Frances Wilson
ParaLegal $25.00 Exhibit "H" 
EXHIBIT "I" TRANSIT CENTER/GEORGE P. KONDOS & DANIEL P. KONDOS TRACT TOWN OF ADDISON, COUN1Y OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 482 BEING a tract of land situated in the
G.W. Fisher Survey, Abstract No. 482, Town of Addison, Dallas County, Texas and being all that tract of land described in instrument to George P. Kondo. and Daniel P. Kondos as recorded
in Volume 91223, Page 1730 of the Deed Records of Dallas County, Texas, and being more particularly described as follows: COMMENCING at a 5/8 inch rod found at the southeast corner of
the ABP Investment #ill, Ltd. (ABP) tract as recorded in Volume 82108 Page 2694 of the Deed Records of Dallas County, Texas, same being the southwest corner of a tract of land described
in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the Deed Records, Dallas County, Texas, said point also being on the north rightof-way
line of Arapaho Road; THENCE North 89 degrees 35 minutes 00 seconds West along the said southerly line of said ABP tract and northerly right-of-way line of Arapaho Road a distance of
430.16 feet to a "X" cut set in concrete for the most southwesterly corner of said ABP tract; THENCE North 44 degrees 31 minutes 05 seconds West along the southwesterly line of said
ABP tract and northeasterly right-of-way line of Arapaho Road a distance of 21.18 feet to a "X" cut set in concrete on the westerly line of said ABP tract and east right-of-way line
of Addison Road (60 foot wide right-of-way) as described in the deed to the City of Addison recorded in Volume 334 Page 0106 of the Deed Records of Dallas County, Texas; THENCE North
00 degrees 17 minutes 50 seconds East along the westerly line of said ABP tract and easterly right of way line of Addison Road a distance of 112.35 feet to a 1/2 inch iron rod set with
"Huitt-Zollars" cap at the northwest corner of said ABP tract and southeasterly line of said Kondas tract; THENCE South 66 degrees 25 minutes 50 seconds West along the southeasterly
line of said Kondos tract tract a distance of 32.66 feet to a PK nail set in Asphalt pavement at the POINT OF BEGINNING, said point being the southwest corner o( said Kondos tract; THENCE
North 00 degrees 17 minutes 50 seconds East along the west line of said Kondos tract a distance of 38.25 feet to a PK nail set in asphalt pavement and being 50 feet at right angles from
the centerline of "C' Branch of the St. Louis Southwestern Railway Company (100 foot right-of-way), said point being on the south line of a tract conveyed by St. Louis Southwestern Railway
Company to Dallas Area Rapid Transit Property Acquisition Corporation as recorded in Volume 91008, Page 1390 of the Deed Records of Dallas County, Texas; THENCE North 66 degrees 25 minutes
50 seconds East parallel with and 50 feet from the center line of said "C' Branch and with the south line of said Dallas Area Rapid Transit tract a distanee of 538.80 feet to a 1/2 inch
iron rod found for the northeast comer of said Kondas tract; THENCE South 00 degrees 03 minutes 45 seconds East along the easterly line of the Kondos tract a distance of 38.17 feet to
a 1/2 inch iron rod found for a comer; THENCE South 44 degrees 25 minutes 50 seconds West along the south line of said Kondas tract, passing a 1/2 inch iron rod found with "Huitt-Zollars"
cap at a distance of 13.77 feet for the most westerly northwest comer of that certain tract of land described in deed from ABP Investment #lU, Ltd. to MCM Company as recorded in 'yolume
84133, Page 0532, Deed Records, Dallas County, Texas and coatinulng for a total distance of 80.00 feet to a 5/8 inch iron rod found; THENCE South 60 degrees 25 minutes 50 seconds West
continuing along the south line of said Kondos tract a distance of 80.00 feet to a "lC' cut set in concrete; 􀀨􀁨􀁜􀁐􀁒􀀰􀀱􀀧􀁬􀁊􀁩􀁩􀀷􀀷􀀲􀀰􀁉􀁾􀁜􀁌􀁁􀁎􀁄􀁅􀁓􀁃􀀮􀁬􀀠 12I1419S 
THENCE North 84 degrees 55 minutes 10 seconds West continuing along the south line of said Kondas tract a distance of 80.00 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap;
THENCE South 66 degrees 25 minutes 50 seconds West continuing along the south line of said Kondas tract a distance of315.11 feet to the POINT OF BEGINNlNG; , CONTAINING 24,029 square
feet of land, more or less, of which 1142 square feet lies within the roadway of Addison Road. For Huitt-Zollars Inc. 􀀻􀀻􀀮􀁾􀁡􀁨􀁾 Registered Professional Land Surveyor Texas Registration
No. 4862 Huitt Zollars Inc. 3131 Mckinney Avenue Suite 600 Dallas, Texas75204 (214) 871-3311 (h'IPRO)'IOII7720I'm\LANDESC.1 IVI4I95 
EXHIBIT "I" TRANSIT CENTER/GEORGE P. KONDOS & DANIEL P. KONDOS TRACT TOWN OF ADDISON, COUNTY OF DALLAS, TEXAS G.W. FISHER SURVEY, ABSTRACT NO. 482 BEING a tract of land situated in the
G .W. Fisher Survey, Abstract No. 482, Town of Addison, Dallas County, Texas and being all that tract of land described in instrument to George P. Kondos and Daniel P. Kondos as recorded
in Volume 91223, Page 1730 of the Deed Records of Dallas County, Texas, and being more particularly described as follows: COMMENCING at a 5/8 inch rod found at the southeast eorner of
the ABP Investment #lli, Ltd. (ABP) tract as recorded in Volume 82108 Page 2694 of the Deed Records of Dallas County, Texas, same being the southwest corner of a tract of land described
in instrument to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the Deed Records, Dallas County, Texas, said point also being on the north rightof-way
line of Arapaho Road; THENCE North 89 degrees 35 minutes 00 seconds West along the said southerly line of said ABP tract and northerly right-of-way line of Arapaho Road a distance of
430.16 feet to a "X" cut set in concrete for the most southwesterly corner of said ABP tract; THENCE North 44 degrees 31 minutes 05'seconds West along the southwesterly line of said
ABP tract and northeasterly right-of-way line of Arapaho Road a distance of 21.18 feet to a "X" cut set in concrete on the westerly line of said ABP tract and east right-of-way line
of Addison Road (60 foot wide right-of-way) as described in the deed to the City of Addison recorded in Volume 334 Page 0106 of the Deed Records of Dallas County, Texas; THENCE North
00 degrees 17 minutes 50 seconds East along the westerly line of said ABP tract and easterly right of way line of Addison Road a distance of 112.35 feet to a 1/2 inch iron rod set with
"Huitt-Zollars" cap at the northwest corner of said ABP tract and southeasterly line of said Kondos tract; THENCE South 66 degrees 25 minutes 50 seconds West along the southeasterly
line of said Kondos tract a distance of 32.66 feet to a PK nail set in Asphalt pavement at the POINT OF BEGINNING, said point being the southwest corner of said Kondos tract; THENCE
North 00 degrees 17 minutes 50 seconds East along the west line of said Kondos tract a distance of 38.25 feet to a PK nail set in asphalt pavement and being 50 feet at right angles from
the centerline of 'C' Branch of tbe St. Louis Southwestern Railway Company (100 foot right-of-way), said point being on tbe south line of a tract conveyed by St. Lows Southwestern Railway
Company to Dallas Area Rapid Transit Property Acquisition Corporation as recorded in Volume 91008, Page 1390 of the Deed Records of Dallas County, Texas; THENCE Nortb 66 degrees 25 minutes
50 seconds East parallel with and 50 feet from the center line of said "C' Branch and with the south line of said Dallas'Area Rapid Transit tract a distance of 538.80 feet to a 1/2 inch
iron rod found for the nortbeast corner of said Kondos tract; THENCE South 00 degrees 03 minutes 45 seconds East along the easterly line of the Kondos tract a distance of 38.17 feet
to a 1/2 inch iron rod found for a corner; THENCE South 44 degrees 25 minutes 50 seconds West along the south line of said Kondas tract, passing a 1/2 inch iron rod found with "Huitt-ZoUars"
eap at a distance of 13.77 feet for the most westerly northwest corner of that certain tract of land described in deed from ABP Investment #111, Ltd. to MCM Company as recorded in Volume
84133, Page 0532, Deed Records, Dailas County, Texas and continuing for a total distance of 80.00 feet to a 5/8 inch iron rod found; THENCE South 60 degrees 25 minutes 50 seconds West
continuing along the south line of said Kondos tract a distance of 80.00 feet to a "x" cut set in concrete; C:\PROJI,Q! 􀀡􀁮􀀺􀁯􀁬􀁾􀀮􀁳􀁜􀁌􀁁􀀬􀂷􀁭􀁅􀁓􀁃􀀮􀁉􀀠 1211419$ 
THENCE North 84 degrees 55 minutes 10 seconds West continuing along the south line of said Kondos tract a distance of 80.00 feet to a 1/2 inch iron rod set with "Huitt-Zollars" cap;
THENCE South 66 degrees 25 minutes 50 seconds West continuing along the south line of said Kondos tract a distance of315.11 feet to the POINT OF BEGINNING; , CONTAINING 24,029 square
feet of land, more or less, of which 1142 square feet lies within the roadway of Addison Road. For Huitt-Zollars Inc. 􀁓􀀮􀁾􀁡􀁨􀁾􀀠 Registered Professional Land Surveyor Texas Registration
No. 4862 Huitt Zollars Inc. 3131 Mckinney Avenue Suite 600 Dallas, Texas 75204 (214) 871-3311 G:\l'ROJ\01 I 77201\05'IU.NDESC.1 121101f9S 
'IllE CENTEflll1lE II!I'll<lVEHENT PLANS O!I FILE \ \ \\ . \ 􀁾􀀠 AOJACENT PROPERTY OIiNERS ARE OWNERS Of RECOOO AS OETERKINEO 8Y DeOR AND OTHER PIJ&.IC RECOOOS , ....# .; ....,./o :>
'" i0)5".-21.18' :', '"--". (0 GEORGE P. KONDOS & DANIEL P. KONDOS 􀁾􀀠 􀀬􀁾􀀬􀁾􀀧􀀠• ., "-------,.JI 􀁾􀀠 VoLM.BCM4 13C3O MPPAGN.Y0 532 \ .u \ t-, R F " • • N 00 "" lt.) <1: a: I(j)
aJ <1: >W > 0::: lL. 3 " BAS I$ 01' BEAln NOS, SEARING Of ARAPAHO ROAO AS P£R PAVING AT THE TO'IN OF ADDISON. HOTE: 1/1;°I.R.F. 1111 􀁾􀀠 􀀡􀁬􀁴􀁾􀁉􀀮􀁉􀁬􀀻􀀮􀁲􀀮􀀠..Ill> 􀀧􀀱􀁗􀁉􀁈􀁾􀁴􀁇􀁉􀁉􀀠ft·
co, 􀁾􀀱􀀢􀀧􀁉􀁉􀁉􀂷􀁬􀀧􀁕􀁉 .. n· up" !!I &5\ \ \ \ "I OM( nM' MI. I ' " /􀁾􀀠 ,...... !z;> ... 0 ",' .=..>"" ".... 0 ",0 i!jlii 􀁩􀁾􀀠 􀁾􀀠 Z o .-... ."... 0", o . "0> Q. Wa: ....
.Z... o '" Wu"" :'"> 0..J a:> LEGEND 00 FEE/PERI<ANEIIf EASElENT COOSTRUCTlO!l E'SEHENr a REMAINDER HOO"OO'OO·Y-OOO.OO' SEARING AND DISTANCE I RS I RON ROO SET I. Efhl ,"" 􀁙􀁾􀁯􀁬􀁬􀁤􀁹􀀮􀀠A
tun R'uhhrtd I"uhlll.,nci 􀁌􀁾􀁬􀁉􀁤􀀠 􀀮􀁴􀁾􀁮􀁴􀀱􀀰􀀧􀀬􀀠 110 h.ub, dulan 􀁴􀁨􀁡􀁾􀀠 thl. pld WU ,IIrtpanJ trd!l G ..\If".,. _<It •• I"', 9raund IJildn '"1 .1I,u¥l.i.1I til Otiltmltf
19. 1$9', 1bb p!" wall 1I'''::'Glld ..llhaul ban.' II ar i It,. opinIon GD<I tMt 11.1 rd lUll all II'IIIlhrt ttl uC:1lf4 .t .taD"!nt W!\hh II'IIIt Gtlut till. fUP.I I),. 􀁾􀀮􀁉􀁬 Ga.n
􀁾 hUUI!.. Ih'llhhn<lU&t 􀁦􀁬􀀮􀀢􀀻􀁎􀁬􀁩􀀻􀁾􀀺􀁾􀀮􀀠 tun Ho. 􀁜.(􀀢...l􀁾. ...... .. PROPERTY DATA PROPERTY IJ'ONfJlIS) 01' RECORD... 􀁊􀁩􀁅􀁾 .KQNIlIlli.1cJlAlilELP.J<I!lIlllL _______
STREET AODRESS__􀁾__􀁾_____________ SURVEY.J!.'l...fJ.SIjEIL A::.!e.1.... _ DEED VWJIIE. -i,lm_ PAGE __FA!!. _ ",PstO REf􀁾􀀨􀁪􀀺􀁪􀀻􀀠 SUBOIVISIOtL.. ____________ Bll<. 00.--10£_ LoT
􀁎􀁏􀀮􀁟􀁾􀀠 OOJ<PUrEo-IlI.L _ CKC.J:..I.'L_ AREA SUMMARY ORAIIN_IllL __ CIW ___ 􀁾􀀠 SQ. FT. 'I/HCl.E PROPERTY 2,4,OZ9 _______ SOPERVISOR_LY.!I!!l\Ilri. __ PARCEL AREAS _JLJl1.L ________
DATE 􀀭􀀲􀁉􀁬􀀮􀁊􀁬􀁅􀁾􀁌__ 􀁆􀁅􀁅􀁟􀁾􀀮􀁊􀁜􀁚􀀢􀁟􀁟􀁟􀁐􀁅􀁒􀁍􀁁􀁎􀁅􀁎􀁔􀀠EASEMENT ____ COOSTRIJCTION EASEMENT__________ 020406080 REMAINDER (INCL. EASEJ<ENrSl_..lt. ______ SCALE' IN
FEET DART PROJECT DALLAS AREA RAPID TRANSIT Hum -2Ol.lAPS EXHIBIT "I" }.,l. 􀁉􀁃􀁕􀁾 J\'Oll:Ill,I!1f t¢rt 􀁾􀀬 􀁾􀀡􀀣􀀴􀀡􀁪􀁾􀁕􀁕􀀠 SHEET 4 OF 4 O\IG. NO. REV
.", 􀁾􀀠 GEORGE P. KONDOS & DANIEL P. KONDOS o 􀁾􀀠 I, I llh II. I 􀁟􀁾􀁾__ u=.:"r•. 􀁷􀁾􀁾 \lQjI 􀀮􀁾􀁉􀀺􀁩􀁾􀁾􀁾􀀻􀀢􀁉􀀱􀁾􀀠 \ ? _..'<Rn".... 􀁉􀁲􀁾􀁾􀀢􀀧􀀱􀀮􀀡􀀮... /1_ ... "" '!.
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AS PER -----::::oJ"", .. .L "\ \\ LLE:::::::it i 􀁉􀁾 i "S . PAVING 􀁉􀁈􀁐􀁾􀁏􀁖􀁅􀁍􀁅􀁎􀁔􀀠PLANS ON FILE AT THE Ta.!I OF AOOISllll. ADDISON CAR CARe NOTE: ADJACENT PROPERTY O'IINERS
ARE oll'NERs OF PlCM(l VOL.81111 PG.0286 AS OETERKINEO ay [)CDR AND OTHER PuBLIC RECOODS 00 k,,-:.·:.I PROI'ERTY """ERISl OF 􀁉􀁬􀁅􀁃􀁏􀁒􀁏􀁟􀀮􀀮􀁊􀀱􀁅􀁾􀀧􀀭􀀮􀀮􀁌􀁊􀀩􀀮􀁁􀁉􀁦􀁬􀁡􀁊􀀾􀀮􀀮􀀮􀀮􀁊􀁓􀁉􀁴
􀁉􀁉􀁬􀁊􀁬􀁌􀀠________ _ CONSTRUCTION EASEMENT STREET AOORESS__ _______________________ _ 􀁾􀀠 I!:;;:I REMAINDER SURVEY.....'(J".lll!IElLk.462..._ OEm V<X.tlI4E•...ilID_ 􀁐􀁁􀁇􀀬􀀭􀁊􀀷􀁾
__ "PSCO 􀁒􀁅􀁆􀀮􀀮􀁊􀁬􀁁􀁌􀁉􀀮􀁁􀁓􀀮􀀮􀀮􀁾 HOQ:"OO'OO·V-OOO.OOI BfAA1NG AND OISTAllCE IRS IRON ROO SET SUBOIVISION..-.... ____________ 8U{. NO.--HCtiE_ LOT NO._.lDEI. Eflf J. Yol\ou';h
4, Tuu Riil.h"eo! P,ot.u.onol LQ.'14 :JIIrn1or. COI<I'UTEO.Jll.E.... _ CKD...Ea,_ AREA SUMMARY 0111 hlnb, d.dct. Iilol Iha, piG! _. puponJ trQ'l1 ••""V'fll>ll'" OAAIIN_1lLE __CKD___
􀁾􀀠 so. FT. "". pr'PQrd ",Ifb.., hA.tll 0' 1111. 4,11111»1 􀁾􀀱􀁉􀁜􀀨􀁬􀀱􀀱􀁜􀀱􀀩􀀧􀀠 r,'.lel .11 1111 9.0und "Ihlt( lilt l"'"lrvl.IIH'I. at! Cnftn 􀁉􀁾􀀮􀀠 lin'. lhb pI" '<H<l.E PROI'(R"
_ --2!..ll<lL __________ SIJPERVfSOR_ 􀁌􀁙􀁾__ 'Ill! moll.,. or 􀁕􀀼􀀴􀁾􀁴􀀠or ,hndlng "",loll 0111 .Ufol IlIh l)'OPlrI),. PARCEL AREAS _.....2LlWL __________ DATE JOJl£CEY3EB...!l:i.
􀁆􀁅􀁅􀁟􀁾􀁾􀁟􀁐􀁅􀁒􀁈􀁁􀁎􀁅􀁎􀁔􀀠EASEMENT ____ -CONSTRUCTION EASEMENT__________ o .tv ,0 eo ft!;MAINDER <INCL. EASDlENT$)_.Jl ______ EXH IBIT" I " SHEET 4 OF 4 􀁾􀁲􀁦􀁴􀁜􀀬􀀠oto.",
tIt_ lI.aol 􀁈􀁵􀁲􀁮􀀭􀁾􀀠 '1$1 a;waNCl' 1'ItlMt/W!K_ 􀁾􀀮􀁾􀁉....n-»" 
"j':"';" " .. /500'03'45"E 􀀳􀁡􀀮􀀱􀀷􀀡􀁾􀀲􀀮.. !rR.F·. '" o GEORGE DANIEL P. KONDOS & P. KONDOS 􀁾􀀠 I I \ __􀁾􀁲􀀮􀁕􀁬􀁕􀁦􀁉􀁟􀀠 I MCM COMPANY r\ 􀁖􀁏􀁌􀀮􀀸􀀴􀀱􀁾􀀳􀀠PG.0532 "p'/'"
\ , 􀁾􀀠 SOUTHWESTERN BELL , i TELEPHONE COMPANY VOL.B620' PG.3192 , . ;, I 2'I.R.I'. willi 􀁾􀀠 '. Hlllllwl'Hlor" cep' i til I CO JU.l6. '\ '<t 􀁾􀁜􀀠 ' \ a: \ w I (f) LL. :>:. " \
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I • )\. TO. 'l}.. \ VOL.B210B PG.2694 \ '() t=1 . ;J' '0 -0lI\l(1, !:«<!1011Y MI. .-. 􀁾􀀠 􀁍􀁾􀀧􀁜􀀠 ,,# .1'.;.-..... ..-(01' 9..'" \ \ \ \ .. f' 􀁾􀀠 􀁾􀀨􀀡􀀩􀀠 􀁾􀁺􀀠 St,(/) iIl_
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􀁌􀁾􀀠 G.\I. FlSHtR 􀀤􀀧􀀮􀀮􀀧􀁒􀁾􀁉􀁩􀁖􀀠 AOS1fIACT NO. 􀁾􀁥􀁬􀀡􀀠 􀀭􀁥􀁲􀁗􀁁􀁁􀁢􀀭􀁴􀁾􀁳􀁯􀁒􀁶􀁅􀁙􀀭􀀭 1I000TMCl 00. J26 32.66' Ai . 􀁾􀀠 'NOO'17'SO'E-1I2 35' 􀁲􀁜􀁾􀀠 , • ADDISON
CITY Of' iiDOISON IVOl.J".'1 VOt.3H I'G.(;I% P{';,OIG8 􀀭􀀭􀁎􀁯􀁣􀁍􀁾􀁩􀁯􀀧􀀠􀀮􀁾􀀭􀁾􀁧􀀠􀁾􀀠􀁾􀁾􀁾􀀶􀁾􀁾􀁾􀁑􀁾􀁪􀀠􀀭􀀺􀀺􀀧􀀺􀀧􀀺􀀢􀁾􀀠 IlASIS of BEARINGS, THE CENTERl.INE BEARING Of'
ARAPAHO ROAD AS PER PAV/NG IMPROVEMEIff Pl..AWi ON FILE AT THE T(h'N OF ADDiSON. ---> -'\--\" NOTE: ADJACENT PROPERTY OWNERS ARE OVNERs Of' RECORD AS DETERMINED BY oeOR AND OTHER PUBLIC
AECO!lIJS LEGEND 00 FEEIl'£l1IWlENT EASE"EN' V.....'<l CONSTRUCT! 00 E'SElIENT a RENAINDER NOO·OO'OO·V-OOO.OO' 8EARING AND DISTANCE IRS 􀁉􀁾􀀠ROD SET I. £:tlo J. 􀁹􀁾􀀮 A Tun Rt,ltfu.'
P,ctullenel Lend $unUet. do lI.nlly ,"elett tllet fbi. plct _. pnpen" tft:f!l G ."'Tt1 IMd. 'I' Ibl 9uund IIndft l1'li lupftvllilln lin 􀁏􀀮􀁥􀁾􀁦􀁴􀀠19, 1"0, Tbll pHil _ • I'''Plll..:1
",IlMUI "l!tllt at fltl. 􀁾􀁪􀁬􀁬􀁮􀁬􀁰􀁮􀀠 end IMf 􀁾􀁯􀁬􀀠 tit IlQ1 olllMttltfl 􀁾􀁦􀀠 􀁵􀁾􀁣􀁲􀁴􀀮􀀧􀀠IIo.dln9 􀁴􀁷􀀺􀁉􀁬􀁾􀀱􀁉􀀠IMY IIttofel filii prolp.rly. 􀁾􀁱􀁉􀀬􀁕􀀠<In.fI.
-iR1>'IIln hun HUllT2l:JL.J...AAS 􀀱􀁉􀀱􀀧􀀧􀀧􀁕􀁾􀁾􀁬􀁴􀁟􀀠 􀁾􀁴􀁴􀀾􀁉􀁉􀀦􀁉􀁉􀀧􀀧􀀧􀀧􀀧􀁉􀂷􀁊􀁬􀁕􀁉􀀠 POINT OF' 􀁂􀁅􀁇􀁉􀁾􀁉􀁎􀁇􀀠 PROPERTY DATA ADDISON CAR CARE VOL.allll PG.028S
PROPERTY 0\INEl\1S) 01' 􀁁􀁅􀁃􀁄􀁒􀁉􀀧􀀭􀀮􀀮􀁊􀁩􀁅􀁾􀀮􀁋􀁉􀁬􀁉􀁉􀁬􀁉􀁬􀁬􀁉􀀮􀁌􀁐􀁁􀁉􀁉􀁬􀁥􀀮􀀮􀁊􀀧􀀮􀀮􀀮􀀮􀁊􀁉􀁉􀁉􀁴􀁩􀁉􀁋􀀱􀁌􀀠_______ STREET 􀁁􀁏􀁄􀁒􀁅􀁓􀁌􀀭􀁟􀁾________________ 􀁓􀁕􀁒􀁖􀁅􀁙􀀮􀁊􀁩�
�􀁾􀁾􀁁􀀺􀀮􀀴􀁡􀁌􀁟􀀠DEED VOLUI4E.J.IID_ PAGL---.ll-'l2._ MAPSOO 􀁒􀁅􀁆􀁾􀁾􀀠 SIJOOIVISIOl'L____________ BLK. 􀁎􀁏􀀮􀁾􀁟􀀠LOT NO._D:tiE....OOIIPUTEO-.lII..L _ eKD JlL _ DRAIrn_DLE __
CKD ___ 􀁓􀁕􀁐􀁬􀀺􀁒􀁖􀁉􀁓􀁏􀁏􀁟􀀮􀁌􀁙􀁾􀀠__ DATE _2!UIEr:EHlElL1IL __ 020406080 SCALE IN AREA SUMMARY .MU. J2.....fL fL \/HOLE PROPERTY_-2LJlaL ________ PARCEL AREAS 􀁟􀀮􀁊􀁾________
􀁆􀁅􀁅􀁟􀁾􀀮􀀮􀁉􀁗􀁌􀀭􀁟PERMANENT EASEIlEIIT ____ COOSTRUCTION EASEMENT__􀁾_______ REMAINDER UNCL EASEIlENTSI_.J!. ______ EXHIBIT "I" 
Dclilos Areo Ropld Tronsit P,O, Box 660163 DART Dallas, Texas 75266-0163 214/749·3278 December 18, 1995 10hn Baumgartner Director ofPublic Works POBox 144 Addison, Texas 75001 Dear Mr.
Baumgartner, In accordaru:e with paragraph 5 ofthe Interlocal Agreement ofPurchase and Sale of Real Property between the City ofAddison and DART. Based on the city's appraisals ofeach
ofthe properties, DART for itself and the city shall initiate negotiations for the purchase ofthe properties by offering fair market value in the approved offer amount to each property
in said amounts. Parcell. Property Description; The Moses and Cline Property: 3.877 acres more or less ofland out ofthe G.w. Fisher Survey, Abstract No. 482 in Dallas County, Texas Fair
Market Value Offer _􀀭􀀭􀀧􀀤􀁾􀁉.,.I".'OO"'."'OO"'O'______ Cost to DART: $715,000.00 Cost to Addison: $385,000.00 Parcel 2. Property Description: The Pinnell Property; 2.2232 acres ofland
out ofthe G.W. Fisher Survey, Abstract No. 482 in Dallas County, Texas. Fair Market Value Offer_ _--"S..I..,. 6... 1.""5.",0",00,,.,O",O<-:-::"as""-'iis,-,co""",nditi""',,,,'o...n...._
Cost to DART; $1,082,250.00 Clean Cost to Addison: $ 582,750.00 Cost to DART: $1,049,750.00 As is Cost to Addison: $ 565,250.vO Concurrence 􀁾􀁴􀁊􀀬􀁾􀀱􀀲􀀮􀀬􀀭􀀯􀀹􀀭􀀿􀀭􀁳􀀭 Herman
Wardlaw Date DART Acting Manager Director lie Works ofReal Estate City ofAddison lohnBawn 
SENT BY:XEROX 7033 ;12-14-55 ; 2:58PM; HUITT-ZOLlARS. 􀁉􀁎􀁃􀀮􀁾􀀠 5316643;# 11 3 HUITTillLlARS Engineering I 􀁁􀁲􀁣􀁨􀁩􀁴􀁥􀁣􀁾􀀠 􀁾 • FOlf Wonh • Ho_ • El pGJID • Ph«1Iir • FACSIMILE
TRANSMIITAL Date: 1'2-/4-9s FuNa.; 911-'1.41 H-Z Proj. No. 􀁣􀀯􀀭􀀱􀀱􀀷􀀧􀁬􀀮􀁾􀀠liS' No. of Pages: 3 (lIld1ldin& Covet Sheet) TO: . 4?'!NiJ. 70 ....... o URGENT 0 For YOW" Review 0
Please Call UpOll Receipt XOrig. To Follow By Mail SENT By,__________ 'IlME',____ DATE:,..,....,..,..-,-__􀁾􀀠 􀁉􀁦􀁾􀀠hmJ. tift] 􀁾􀀧􀀢􀁾􀀬 dw FDOItttI" 􀁔􀁾􀀮 JNrlUr 􀁬􀀼􀀧􀁾 M,. J""",
W'JitU 􀁾 dw 􀁾IhW oHw ar C,l"} ',,/1.. JJJJ. -:I""3131 McKinNy AVIItUil " Suill 600 • Dallas. Tuas 75204 ". (114) 871·3311 • FAX (214) 871·0'1$7 
SENT BY:XEROX 7033 ;12-14-95 2:59PM HUITT-ZOLLARS. 􀁉􀁎􀁃􀀮􀁾􀀠 9316643;# 21 3 December 14. 1995 Mr. David Nighswonger, P.E. Town of Addison Department of Publie Works P.O. Box 144 Addison.
Texas 75001 Re: Arapaho Road/DART Transit Station TI.7..I. Prujcct No. 01-1772-05 Dear David: Huitt-Zollars Inc. is pleased to provide this proposal for Professional Surveying S<."rVices.
The soope of serviees under this agreement will be to provide thrtc boundary surveys and associated legal descriptions for the properties bOWldcd by the DART rail line on the north,
Quorum Drive on the cast, the proposed Arapaho RQad realignml:llt on the south, and Addison Rout! on the west as described below: 1. Tract 1: 2.S11 acre Moses and Cline property between
the proposed Arapaho Road and DART rail line -Bolllldary survey including legal dtSCIiption. 2. Tract 2: ABP Investmcnt #111 LTD. property Vol. 82109, PG.2694, the portion of the property
between the proprn;ed Arapaho Road and Tract 3 -Boundary sorvey including legal description. 3. Tract 3: George P. Kondos &; Daniel P. Kondos property Vol. 91223. PG.1730, between Tract
2 and DART rail line -Boundary survey including legal description. 4. Legal description deSl.nbing the proposed Arapaho Road right-of-way take on the Moses &; Cline property. 5. A combined
legal descriplion ue:;cribing the proposed Arapaho Road right-of-way lak" un Ih" Mill"')! & Clim, pmJ:lll1'ly and Tract 1. 6. Legal description describing the proposed Arapaho Road right-of-wuy
take on the ABP Tnvestment #111 LTO_ property. 7. A oombined legal description describing the proposed Arapilho ROlid right-or-way take on the ASP Investment #111 LTD. property and Tract
2. 8. A composite drawing (8 112" x 14") sh(.wing the relationship of the three lracts. (;omposite drawing will not include legal dt\Sl.TIptions. 
SENT BY:XEROX 7033 ;12-14-85 2:58PM HUITT-ZOLLARS, 􀁉􀁎􀁃􀀮􀁾􀀠 8316643;# 31 3 Mr. IJfIVid 􀁎􀁩􀁧􀁨􀁾􀀮􀀬􀀮􀁯􀁮􀁧􀁣􀁲􀀬􀀠P.E December 14, 1995 Page 201'2 The boundary surveys will be
completed in IICCOrdance with Dallas Area Rapid TflUlSit Standards with the exception that the surveys will nl'\ be lieU into DART cuntrol monuroenl5. Deliverables for the b<..l.lIIuary
surveys will include II 24" x 36" drawing and It 17" x 28" drawing thr each of the three tracts of land. Legal descriptions will be prepared on II 112" x lIn bond JlIIper. Due tu current
schedules in Ouf surveying deplll1mem, Items I -8 listed above will be cumpleted on or before December 27, 1995. HuiU-Zollars proposes to provide these ProfessIunai Surveying services
for a lump Slim fee of $5,700.00. It is also QUf understanding that to meet the standanls established by DART for boundary surveys tbe point ofbeginning vn each survey should be shown
with a DART grid coordinate value or a C(lOrdinatc value based on N.A.D. 27 datum. Due to the lack lack of control monuroenls in the area to be surveyed this 􀁬􀁡􀀮􀁾􀁫􀀠would require
a traverse of approximately 12-15 miles. The additional cnst to meet Ibis requil1mltlDt for lbe three surveys W\)uld be II lump suro uf 54000.00 . and add an additional two weeks to
the completion time. Up<.1n rc:ccipt of lire signed wurk authorization we wiU proceed with the work. We apprccillle this opportunity to be of serviC\) to the Town of Addison. Please
feel .Il:cc to call if you have any questions. Sincerely, HUITT-ZOLLARS, INC. t;;,...J:oI d /4UtKennelh A. Roberts, P.li. Atlacrunent: Work Authori:r.ation 
Dallas Area Rapid TransIT Office of the General Counsel p.o. Box 660163 Roland Castaneda aAIIT' Dolios. Texas 75266{)163 General Counsel ,. 214/749-3278 Assistant General Counsel Jerelyn
Arbuckle Sallie A. Crosby Jim Gibson Johnanna Greiner Paul D. Jones December 1, 1995 Glenn E. Larson Charles D. Miller Don O'Sannon Hand Delivered Donald L. Powers, Jr. Dallid C. Schulze
Hyaltye O. Simmons Mr. Kenneth C. Dippel Dora V. Torseth Cowles & Thompson 4000 NCNB Plaza 901 Main Street Dallas, Texas 15202 Re: Addison Transit Center Dear Ken: With this letter please
find two original copies of the Interlocal Agreenrent of Purchase and Sale of Real Property approved by the DART Board of Directors and the Addison City Council. I have attached only
Exhibits C, D and H; the remaining information was not in our files. I assume that you will be able to attach the remaining exhibits. For reference I have enclosed a listing of all the
exhibits, noting which have been attached. After the agreement has been executed by Addison, Addison, please return both originals to me for execution by DART. I will forward one fully
executed original to you. DART plans to correspond with Addison seeking concurrence with the initial offer to be made for each property. I assume that such correspondence should be addressed
to 101m Baumgartner with a copy to you. Please instruct otherwise if this is not correct. Please call me at 149-3116 if! can be offurther assistance. Yours very truly, David C. Schulze
Assistant General Counsel Enclosures 
1/-<"4" -'is RESOLUTION NO. R95-105 A RESOLUTION BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS AUTHORIZING THE ACQUISITION OF CERTAIN LANDS FOR THE DEVELOPMENT, CONSTRUCTION AND
OPERATION OF A TRA1\SIT CENTER SITE. WHEREAS, Chapter 452 of the Texas Transportation Code, Formerly Article 1118y grants to DART the right of eminent domain to acquire any interest
in real property, including a fee simple interest and the use of air or subsurface space; and WHEREAS, Chapter 452 of the Texas Transportation Code further provides that such right of
eminent domain may not be exercised within a !'lur,icipality without the approval of each proposed acquisition by the governing body of such municipality; and WHEREAS, on September 12.
1995, the Board of Directors of DART adopted Resolution No. 950222. Resolution No. 950223, and Resolution No. 950224, each resolution declaring the public necessity for the acquisition
by DART of cel1ain real property described in the DART resolutions, and that such acquisition is necessary and proper for the development, construction, improvement and operation of
DART's Addison Transit Center and for any other use authorized by Chapter 452 of the Texas Transportation Code, and is in the public interest. NOW, THEREFORE, BE IT RESOLVED BY THE CITY
COUNCIL OF THE TOWN OF ADDISO;'l!: THAT, the Town of Addison hereby acknowledges and approves DART Resolution No. 950222, Resolution No. 950223, and Resolution No. 950224, adopted by
the Dallas Area Rapid Transit Board of Directors on September 12, 1995. " I THAT, the Town of Addison hereby approves the proposed acquisition, including th.! exercise of the right of
eminent domain, if such becomes necessary, by DART in the Town of Addison lands in fee simple and interests less than fee simple, as identified in DART Resolution No. 950222, Resolution
No. 950223, and Resolution No. 950224, for the development, construction, impro\'ement and operation of the Addison Transit center, as more particularly described in said resolution
and in said field notes describing Parcels 1, 2, and 3, marked Exhibit A, attached hereto and made a part hereof. THAT, this resolution shall take effect immediately from and after its
passage in accordance with the provisions of the Charter of the Town of Addison, and it is accordingly so ordered. OFFICE OF "llE Cln' SECRETARY HESOLUTION NO. R95-I05 􀁉􀀩􀁾􀁧􀁣􀀠1
{if 2 DOC /I; J201-lK 
DUL Y PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, this the 28th day of November ,1995 . .􀁾􀀠 ATTEST: APPRf)YED AS TO FORM: 􀁾􀂣􀁾􀀯 ITYATTORNEY "{ OFFICE OF TilE CITY
SECRETARY RESOLUTION NO. R95-10 5 PllgC 2 uf! DOC II: 32U14t:1 
95022 2 􀁒􀁅􀁓􀁏􀁌􀁴􀀺􀁔􀁉􀁏􀁾􀀠 RESOLUTION of the 􀁄􀀼􀁬􀀱􀀡􀁾􀀠Area Rapid Transit DALLAS AREA RAPID TR..\:,\,SIT (Elecutive Committee) To Declare Public 􀁾􀁥􀁣􀁥􀁳􀁳􀁩􀁴􀁹􀀠for the
Acquisition of Parcell Required for the Addison Transit Center, to Establish Just Compensation, Authorize :'\'egotiations, and Authorize Eminent Domain, if necessary WHEREAS. Dallas
Area Rapid Transit has the authority to acquire real property necessary. comenient or useful for the full exercise of its powers; and WHEREAS. certain real property. identified as Parcel
I. and described in the attached Exhibit .'-. is needed ior the development. construction. improvement and operation of the .'-ddison Transit Center; and WHEREAS. the Presidenv'Executive
Director or his designee has prepared a recommendation of just compensation for Parcell; and V/HE REAS. after careful review of the parcel and the recommendation of the President/Executi\'e
Director or his designee. the Board desires to proceed \\ith the acquisition of ParceI I: and and WHEREAS. the funding for this real estate acquisition in within current BudgeL Financial
Plan. and Federal Transit Administration (FTA) grant allocations. ( 􀁾􀁏􀁗􀀮􀀠THEREfORE. BE IT RESOLVED by the Dallas Area Rapid Transit Board of 􀁄􀁩􀁲􀁥􀁣􀁬􀁯􀁲􀁾􀀠 that: Section I:
There is a public necessity for the acquisition of Fee Simple title to Parcel l. described in Exhibit A. artached to this resolution and incorporated by reference. for the development,
construction. improvement and operation of the Addison Transit Center and for other uses authorized by Chapter ..\52 of the Texas Transportation Code (formerly Article 1118y of the Texas
Revised Civil Statutes). Section 1: Just Compensation to the owner(s) for the acquisition of Parcel I shalt be the amount recommended by the President 'Executive Director or his designee,
subject to Federal Transit Administration (FTA) approval, if required. 519A.SAM·ssr 09l12l95 • 3: 10 PM EXHIl3IT "An 
950222 Section 3: 􀁔􀁨􀁾􀀠 􀁐􀁲􀁾􀁳􀁩􀁤􀁥􀁮􀁬􀁅􀁸􀁥􀁣􀁵􀁴􀁩􀀧􀁥􀀠 􀁄􀁩􀁲􀁾􀁣􀁴􀁯􀁲􀀠 or his 􀁤􀁾􀁳􀁩􀁧􀁮􀁥􀁥􀀠 is 􀁨􀁾􀁲􀁥􀁢􀁾􀀠 authorized and directed to extend an offer to purchase
Parcel I from the 0\\ner(5) for the amount approved as Just Compensation. 􀁓􀁾􀁣􀁴􀁩􀁯􀁮􀀠􀁾􀀺􀀠 In the event the ov.l1er(s) accept the offer of Just Compensation, the PresidenlExecutive
Director or his designee is hereby authorized to execute all necessary legal inslrUmems. to pay all required relocation expenses, title insurance policy expenses, pennitted closing costs
and other costs as required by law to close the purchase of Parcell. Section 5: If the President/Executive Director or his designee is unable to negotiate the purchase of Parcel I for
JUSt Compensation, he shall notify the General Counsel. l'pon receipt of such notilication, the General Counsel is authorized and directed to initiate and prosecute to completion an
eminent domain proceeding for the acquisition of Parcel 1 and to take possession of the parcel by depositing the amount awarded by the special commissioners into the registry of the
court, subject to Federal Transit Administration (FTA) approval as required. Section 6: DART shall not exercise its power of eminent domain for the acquisition of Parcel I without the
appro'al of such acquisition by the City Council of the City of Addison. Section 7: DARTs exercise of its power of eminent domain to acquire Parcel I ",ill not unduly impair the existing
neighborhood character of property surrounding or adjacent to the property to be condemned, ,\;11 not unduly interfere v.ith interstate commerce, and ,\111 not authorize the authority
to run an authority \"ehide onl f railroad tracks which are used to transport property. 􀁾􀁌􀁾􀁾􀀠 Nonna Stanton Secretary 519A.SAM ssr 2 09'12195 -J:09 PM 
APPROVED AS TO FOR..'k ATTEST: 􀁾􀁾􀁾􀁾􀁾􀀽􀀭􀀮􀀭.............---􀁒􀁯􀁧􀁥􀁲􀁓􀁾􀀠 PresidentlExeculi\e Director September 12, 1995 Date S19A.SAM'ssr 3 09/12195·3:09 PM 
􀁾􀀠 0c:: 􀁾􀀠 0 􀁾􀀠 •• • • \,II LOAE:O ClARA WAY 􀁾􀀠l 950222 J 􀀧􀀭􀀭􀀭􀀭􀀭􀁾􀀠 ..• ..· ..... .. • • • , .. .. .•..•. •.. 􀀮􀀭􀁾􀀽􀀺􀀺􀀺􀀧􀀮􀀧􀁾􀀠 ......... .. -.. " .. .. ... ....
..... ... .. ... .... .... ..... ... ..... .... . .. .. .. ,. .. ·• .• 􀁾􀀠 -., ...... .. + ..... ·. .. • ... .· • • • .• ... . . ·• ·· • .. • .··• • ... • • · • ,.' • -., •• • . · 􀁾􀁾􀁾􀀠
, .. -----, ROAD DART 􀁁􀁤􀁤􀁾􀁄􀀠Transit Center 􀁐􀁲􀁯􀁾􀀤􀁾􀀠Sile AttachlHnt 1 
,-? ,;.;..:.;. > ;;::; -> 􀀡􀁾􀀠 ;-; 0;::; 􀁾􀀠 􀁾􀀠 '"' ;;::; :x .j>. "'""'' /. > v \ OJ ;0 o > o 􀁾􀀠 \ \ , --< \ \ \ \ \ " " -" ... I ' , \ " I'V \ \1p\ \ ,, 􀁾􀁜\ \ \ 15.:.: \ \
<:) \ \ \ \ \ \ \ \ \ \ "'0 A.I ,, , ... , , () \ 􀁾􀀬􀀠 tl> 􀁜􀁾􀁜􀀠 -'(""\ ..... \ ". \ \ G1 \ \ \' \ \ \ '1--\ \ ;.4 \ \ , \ \ \ \ \ <' \ 1p\ 􀁾􀀠 '1l •0 .... •\ ' { \ " \ \ \ \ \
\ 
Parce 1 1 U'iD DESCRIPTIOI' 950222 BEI:'IG : III "res nf 1'00 ",u'led in Ihe G.W. Fisher Surv<:y, Abw"l ,'io. 􀁾 T"W1l o( A"o""n, DJII .... 􀁃􀁜􀁬􀁬􀁊􀁮􀁜􀁾􀀬􀀠 􀁔􀁣􀁵􀁾􀀠lnu 􀁉􀁸􀀡􀁮􀁾􀀠portlOIU
of lL1C;t..s or tint.! JClcnbcd in iMtrumCnlllQ 􀁾􀁃􀁍􀀠Comp.Jny 1.$ tt.:cotth.-J 10 Y"lumc 􀀻􀁾􀀢􀁉􀀢􀀬􀀠􀁐􀁊􀁾􀁃􀀠370l, Volume S11"'J. P'Ge 15)6, Volume 􀁾􀁬􀁬􀀷􀀿􀀠 p,S" ISS'). ,nJ
V"lume ""ID. 􀁐􀁊􀁾􀁃􀀠01)" .I( lho,; D..:...:J 􀁒􀁣􀁣􀀧􀀮􀀧􀀨􀁾􀀬􀀠 􀁄􀀮􀁩􀁾􀀺􀀮􀁵􀀠Covnty, TCUl, .lnJ hcinb m('Jt(: 􀁲􀀮􀁬􀁲􀁴􀁈􀀺􀁤􀀮􀁬􀁴􀁬􀁾􀀠 􀁊􀀧􀁾􀀧􀀯􀁾􀀠;u fnllo'Wl. 􀁃􀁏􀀮􀁜􀀱􀁾􀀱􀁅􀁾􀁃􀁬􀁾�
�􀁇􀀠.ll 1 5·g !:tcn Icon rcd 􀀨􀁯􀁜􀀮􀀮􀀺􀁮􀁾􀀠 Jt (he 􀁾􀀨􀁪􀁜􀁊􀁬􀁨􀁷􀁣􀁳􀁾􀀠corne! of :hc {:J({ (If lJod dt;scrlncJ to 􀁾􀀡􀁩􀁊􀀠 Il"<,trum..;nt : ... C\"IrJcJ In \..'oium.: S·.q)3,
P.lSC 353: o( lh<: DceJ 􀁒􀁾􀁣􀁯􀀨􀀢􀁨􀀠􀀬􀁾􀀨􀀠DJIiJt C":l,;l1ity. T..:t...l.S, S-JIU rvint Jhv h..:tl';; tho..: 􀀢􀁕􀁹􀁴􀁾􀀧􀀪􀀧􀁴􀁵􀀠CQf(',C( 0(.1 ltJet o{ l.loJ Jc..sultx.d ,n 􀁩􀁮􀀮􀁳􀁴􀁲􀁵􀁭􀀮�
�􀀺􀁮􀁾􀀠to South,.... s:..::t:<\ Bell Tdcrh(')oc C.,m('tJnv ...." rcc\\CJ1.:U 10 \'lJlumc &)201. PJGc 3192. vi the Dc.:J Rc<.orJ.$" 0:IIIJ1 CounlY. T:u\, l....wJ poii'll .l611 t-.cIO,
lJr. Ihe oN,h 􀀢􀁾􀁨􀀬 ...,r·.....y line of 􀁁􀀨􀀱􀁲􀁾􀁨􀁯􀀠􀁒􀁯􀁾􀀼􀁬􀀻􀀠 THENCE :-;""0 01 deg<ce 47 m,nole, ::2 ""on<15 E.>.sl .Iong Ihe ·..." ..II<<ly l,n< "r l.1iJ !i<)ulh""'.'lcr"
Bcll Telephone CQml"oy lIJ<l .nd J 􀁥􀁌􀁓􀁬􀁥􀁲􀁩􀁾􀀠I.e<: 01 .n cxis.!inS buililing ....11 rur • 􀁾􀁾􀁴􀁊􀁮􀁣􀁥􀀠01 l/9J.n reCl tv 􀁾􀀠In inch i,on roo S<:l with 'Huill"ZoUu, c.:.p
for' eoroC!, in (he 􀁾􀁴􀁣􀀨􀁬􀁹􀀠w,< 01 ",,<I 􀁾􀁉􀁃􀁍􀀠Comrany tract, '-l,J [X,int beinS the f'OI:-.. OF BEGI:-<:-'l:-<G of th", tf4C1; THE:--':CE clln!inuing 􀁾􀁏􀀨􀁴􀁨􀀠Ol 􀁵􀁥􀁧􀁲􀁾􀁥􀀠.n
m,nutc.s :;: s.ccoo.ili 􀁾 .llong 􀁵􀀻􀁾􀀠􀀮􀀮􀀻􀀮􀁾..)tcrly f.lce (\( J 􀁢􀁹􀁩􀁬􀁊􀁩􀁮􀁾􀀠􀁾􀁈􀀠"no 14'C<\erly lin<: nl ",i<l MCM Compo..ny {(.ct a di-.!.n<.e 01 1.2....19 fcct 10 " It! inch iI.,n ,oJ ",t with 'HUHIZ\lH.. r\-C:lP 􀁲􀁾􀁬􀁲􀀠 􀁭􀁾􀁾􀁴􀀠􀁾􀁬􀁣􀀺􀁴􀀱􀁹􀀠oorth"H'1.!5t
corner of s.aid 􀁍􀁃􀁾􀀠CJmr.lrlY lract: THE}:CE 􀁾􀁯􀁲􀁴􀁨􀀠44 Jegrcc.s 25 miou:e5 50 scconds 􀁾 􀀮􀁴􀀱􀀰􀁮􀁾􀀠.. 􀁮􀁯􀁴􀁴􀁨􀁾􀁣􀀮􀁳􀁬􀁃􀁤􀁲􀀠􀀺􀁩􀁾􀁾􀀠u( 􀁾􀁩􀁙􀀠􀁾􀀨􀁃􀁾􀀨􀀠􀁃􀁶􀁭􀁦􀀧􀁬􀀮􀁬􀁴􀁾􀁹�
�[[Jct ;J 􀁵􀁩􀀮􀀮􀁜􀁴􀁊􀀮􀁮􀁾􀁣􀀠 ('.r Li,n feel to .t 􀀱􀀬􀀧􀁾􀀠 Inch iron rod round for .l corner: THE:'ICE North 00 <legrcc.s 03 minUles .;5 s<eon..il West .100£ J "'eslelly line
01 '-lid :.IC\! Company 1f,"1 J di.<unoc of 3::\.17 fect to , lil inch iron rod found for • corl\Cr on Ihe SQulhe,ulcrly righl-ol·w.y line ,,( (he Oal"" Area Rapid T r>J'lSi1 Properly
A<qti>ilion (DART) tract :u '«cordell in Volume 9100(;, Page !3')() of the DeeJ Rccor..il 01 D.I"" County. To=>. ,.io j'lOinl beiog the n>JrthwC51 corner of >.1Jd MC!'.! 􀁣􀀮􀀩􀁭􀀢􀀢􀁮􀁾􀀠lrJet;
THENCE. :-<..nh GG <le",ees ::..s ",ioulc.s 50 s;:,on..il E= aloas the 􀀱􀀢􀁾􀀢􀁃􀀻􀁕􀁉􀀺􀁴􀀡􀁹􀀠righl-<'I-W1Y linc or ",iJ DART ttact .nu 􀁮􀁏􀁲􀁬􀁨􀁾􀁥􀁲􀁬􀁾􀀠linc "f MCM CO'"l""Y
tnct • <lis!>..na: o( ::.65':<i fccI to • 1/: iod! iron roJ r.cl wilh 'Huil,.. ZoIl,,,,' C4p 10' • <.Orner un Ihe west right·ol...... ol...... y lme of Quorum Dr:">! (:;0 􀀨􀀬􀁾􀀾􀀨􀀠
wi<.l.; rigbl-vf.. ...,y) ,., "-,,,hli.,h<:d by ilUlIumcnt to the Town of A<l<.l.iwn. T=;os recoruc<l io Volume 521 49,1'"",0240 ,,f Ihc Deco R,c<><u.< of O;liLa" Cowlly, Tc.us; THENCE
:>outh 00 degrees 11 ",inule> 10 􀁾 E= ..tOIl, the 􀁾 ri&hl·ol· ..... y lin<: ol QUQ('Um Drj;,: , <li>t.ne.c of 167.33 fC<:t to • II'.! ind! irOQ rod $G! wilh 'Hwu-ZoILlr.' C4p for.
co""'r; i I THENCE S<AAh JQ dq:r= 13 IIIin lites 52 ICCC<l<l:s WOJ). a 􀁾ol 24.14 (<el to • 1/2 In.ch ifoa rod S<:l ..;u, "Huju·Zol4n· eap foc a eon><:t. WeI point beil>j: the 􀁾ol •
I>O,H..llccnt C\ll"o'C to the lei!, 􀁨􀀮􀁺􀁾􀀠• CCIIlnI .ncJe ol S decrees 50 mu.ul.C:S 19 $Ccocd:s, a r.dius ol 9Q00 fw, >Ild 􀁾 ,ubtc.o<bJ by • 9S.9S fOO( chord l=rin& S<AAh 69 de.gl'ees
16 "u"utc:s 23 􀁾ViC>!; THENCE 􀀤􀁑􀁵􀁴􀁨􀁾􀁥􀁦􀁬􀁹􀀠a.Ioo; s.;jd CUr'\'\: to the \crt lJI ore disUt><:c of 9599 f¢<.t to • 1/2 u,d! ifo.n rod sa wit.h 'HW\(-ZolIaI.' op for the poilu
oll;\Jlgcnq ol s.a.kJ cu.rYC; THENCE SouIh 66 dqr= 21 lIlinut¢:! 13 1e¢OC;h Wes:. a d41.o.no:e ol 􀁾􀀹􀀮􀀡􀀴􀀠[¢<.t to t.be poit>t ol ==of • CU('Vl! (0 the Ic!t, ...􀁾 a =>.tral 􀁾 of
1 decrees 26 minlltes "" 􀁾• "Jill> ol862.00 feet. u.d bcing .uNe.Jeo by. 1l1.!).4 rOO( cl>ord bc.ating $Quth 62 dctr=:n mlou,es 51 ",,,,,,<11 West; THENCE So<.Jlhwesterly lloog Wd """'"
10 the left ..." :lIe Jisl..u>e.c 01 112.112 (eel. to lhe POIHT OF BEGI!'lNl!'<G, on<.l 􀁃􀁏􀁉􀀧􀀭􀀼􀀧􀁁􀁊􀁾􀀡􀀧􀁉􀁇􀀠1..511 ,,::,.c. oll:t.nd, m",e or k.u. Exhibit "A" 
950223 􀁒􀁅􀁓􀁏􀁌􀁃􀁔􀁬􀁏􀁾􀀠 of the RESOLUTION Dollas Area Ropid Tronsit DALLAS AREA RAPID TRA:'-iSIT (Executive Committee) To Declare Public :'-iecessity for the Acquisition of Parcel
2 Required for the Addison Transit Center, Establish Just Compensation, Authorize :-;egotialions and Authorize Eminent Domain Proceedings, if necessary \\l-IEREAS. Dallas A.rea Rapid
Transit has the authority to acquire real property necessary. convenient or useful for the full exercise or its powers: and \\l-IEREAS. cenain real property. identified as Parcel 2.
and described in the anached Exhibit A. is needed for the development . .:onstr1Jction, improvement and operation of the Addison Transit Center: and \¥l-IEREAS. the PresidenL'Executive
Director or his designee has prepared a recommendation of just compensation for Parcel 2; and \l,l-IERE....S. after careful review of the parcel and the recommendation of the PresidentiExecuth'e
Director or his designee. the Board desires to proceed v.ith the acquisition of Parcel 2: and \\l-IERE:\S. the funding for this real estate acquisition in '"ithin current Budget. Financial
Plan. and Federal Transit Administration (FTA) grant allocations. /1 :-;OW. THEREFORE. BE IT RESOL VED by the Dallas Area Rapid Transit Board of Directors that: Section I: There is a
public necessity for the acquisition of Fee Simple title to Parcel 2. described in Exhibit A, anached to this resolution and incorporated by reference. for the development, construction,
improvement and operation of the Addison Transit Center and for other uses authorized by Chapter 452 of the Texas Transportation Code (former!y Article ll18y of the Texas Revised Civil
Statutes). Section 􀁾􀀻􀀠 Just Compensation to the owner(s) for the acquisition of Parcel 2 shall be the amount recommended by the President/Executive Director or his designee, subject
to Federal Transit Administration (FTA) approval, if required. 519B.SAM;ssr 09112/95·3:09 PM 
950223 Section 3: The President/Executi,<e Director or his designee is hereby authorized and directed to extend an offer to purchase Parcel 2 from the o\mer(s) for the amount arpro\ed
as Just Compensation< Section 4: In the event the o,mer(s) accept the offer of Just Compensation, the President Executive Director or his designee is hereby authorized to execute all
necessary legal instruments, to pay all required relocation expenses, title insurance policy expenses, permined closing costs and other costs as required by law to close the purchase
of Parcel 2< Section 5: If the PresidentExecutive Director or his designee is unable to negotiate the purchase of Parcel 2 for Just Compensation. he shall notify the General CounseL
Cpon receipt of such notification< the General COUllsei is authorized and directed to initiate and prosecute to completion an eminent domain proceeding for the acquisition of Parcel
2 and to take possession of the parcel by depositing the amount awarded by the special commissioners into the registry of the court, subject to Federal Transit Administration (FTA) approval
as required< Section 6: DART shall not exercise its power of eminent domain for the acquisition of Parcell v.ithout the approval of such acquisition by the City COWlcil of the City of
Addison. Section 7: DARTs exercise of its power of eminent domain to acquire Parcel :2 will not unduly impair the existing neighborhood character of property surrounding fir' adjacent
to the property to be condemned, will not unduly interfere ",ith interstate commerce, and will not authorize the authority to run an authority vehicle on railroad tracks which are used
to transport property. 􀁾􀁾􀀠 Norma Stanton Secretary 5t9RSAM'ssr 2 09/12195·3:09 PM 
950223 APPROVED AS TO FORSt ATTEST: ru 􀁾􀁊􀀮􀀮􀀭􀀭􀀢􀀧􀀭􀀭􀀭􀀽􀀭􀁟􀀠 􀁾􀀭􀀭􀀭 D.-\RT Counsel PresidentfExecutive Director 􀁾􀁰􀁴􀁥􀀢􀀬􀁢􀁥􀁲􀀠12, 1995 Date 519B.SAWssr 3 09112195·3:09
PM 
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.\.DeH $0/1 TRA.HS {T C t:lITEll 1',,« .. 1 2 950223 􀁾􀁔 LN<'D 􀁾􀀮 A.I>, 􀁾􀀠 AUOJST)IJ 199$ BEIl'C ,lnCl .(!ad 􀁾.... c 'Of. 􀁆􀁩􀁉􀁢􀀼􀁲􀁾􀀮􀁾􀁾􀀠<n ,,,..ct􀁾􀁄􀁯􀁩􀀺􀁬􀁡􀀮􀁾􀀮􀁔􀁡􀀮􀀮􀀮􀀠
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...... III:¥i <Zll""C .. k lit; .. at: 􀁾0117,., ....... ".,... 6a-...-.. ........ oll CIIt"O .. .. llP-lR:T'c.C l 􀁾 ...... 1It I .... 404 __ 10 ....... adlr:a 0( 761.00 ..... u:d boq
·to...... to, I Il091Do< cb:r4 ..... S""* II 􀁾 n __TI_ "'_ (1<1) 􀁾􀀮􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀢􀀠􀁾 -..I """"' .. b np ... III: "'-<1117,10 .... 11>. po>IJI! b I:IIc -.1 <i J8:Id arc; (15)
􀁾H<:R '" __ )) ........ <Ii ...... 11'_ I 601:-. ttl 􀁮􀁾􀀠...... lIoo I'aXT 01' 􀁾cao'AlXJI«j j.4 """" iii Iud. .... flit __ ExhibIt "A" 
950224 RESOU;nO:"l of the RESOLUTION Danos ArliKJ Rapid Transit DALLAS AREA RAPID TR.\:-;SIT (EHcutive Committee) To Declare Public ;>iccessity for the Acquisition of Parcel 3 Required
for the Addison Transit Center, Establish Just Compensation, Authorize :-iegotiations and Authorize Eminent Domain Proceedings, if necessary Wl-lEREAS, Dallas A.rea Rapid Transit has
the authority \0 acquire real property necessary. convenient or useful for the full exercise of its powers; and \l.l-lEREAS. certain real propeny. identified as Parcel 3. and described
in the anached Exhibit A. is needed for the development. construction. improvement and operation of the Addison Transit Center; and WHEREAS, the President/Executive Director or his designee
has prepared a recommendation of jusl compensation for Parcel 3; and WHEREAS. after careful review of the pa.rcel and the recommendation of the President/Executive Director or his designee.
the Boa.rd desires to proceed v.ith the acquisition of Parce I 3; and WHEREAS. the funding for this real estate acquisition in v.ithin current Budget. Financial Plan, and Federal Transit
Administration (FTA) grant allocations. ; ( NOW. THEREFORE, BE IT RESOL YED by the Dallas Area Rapid Transit Board of Directors that: Section!: There is a public necessity for the acquisition
of Fee Simple title to Parcel 3, described in Exhibit A, attached to this resolution and incorporated by reference. for the development, construction., improvement and operation of the
Addison Transit Center and for other uses authorized by Chapter 452 of the Texas Transponation Code (formerly Article 1l18y of the Texas Revised Civil Statutes). Section 2: Just Compensation
to the o ....ner(s) for the acquisition of Parcel 3 shall be the amount recommended by the PresidentlExecutive Director or his designee, subject to Federal Transit Administration (FTA)
approval, if required. 􀀵􀁴􀀹􀁃􀀮􀁓􀁁􀁍􀀡􀁾􀁲􀀠 OWI2I9S· 3:0& PM 
950224 Section 3: The PresidentlExecuth'c DireclOr or his designee IS haeby authorized and directed to extend an offer \0 purchase Parcel 3 from the ov.ner(s) for the amount approved
as Just Compensation, Section -I: In the e,ent the ov.ner(s) accept the olTer of Just Compensation. the PresidentlExecuti,"e Director or his designee is hereby authorized to execute
all necessary legal instnunents. to pay all required relocation expenses. title insurance policy expenses, pennined closing costs and other costs as required by law to close the purchase
of Parcel 3, Section 5: If the PresidenVExecutive Director or his designee is unable [0 negotiate the purchase of Parcel 3 for Just Compensation. he shall notify the General Counsel.
lipon receipt of such notification, the General Counsel is authorized and directed to initiate and prosecute to completion an eminent domain proceeding for the acquisition of Parcel
3 and to take possession of the parcel by depositing the amotUlt awarded by the special commissioners into the registry of the court. subject to Federal Transit Administration (FT A)
appro,'al as required, Section 6: DART shall not exercise its power of eminent domain for the acquisition of Parcel I v.ithout the approval of such acquisition by the City Council of
the City of Addison, Section 7: DARTs exercise of its power of eminent domain to acquire Parcel 3 ""ill not( unduly impair the existing neighborhood character of property surrounding
i5r adjacent to the property to be condemned, v.ill not tUlduly interfere ",,;th interstate commerce, and will not authorize the authority to run an authority vehicle on railroad tracks
which are used to transport property, 􀁾􀁾􀁾􀀠 Nonna Stanton Secretary auman 519C.SAM'ssr 2 09.12;95·3:08 PM 
APPROVED .<\S TO FOR..\1: 􀁾􀁾􀁾􀀠 DART Counsel ATTEST: 􀂣􀀭􀀺􀀬􀁾 Roger Sn PresidentlExecuti,-e Director $'pt e11h er 12, 1995 Dale 950224 . { ,f 519C.5AM'ssr 3 W/12I95 -3:08 PM 
􀁾___􀀮􀁾􀁾􀁾______􀁾____􀁾􀀹􀀵􀁾􀁄􀀲􀀲􀀴􀀠 \00150'\ RO\O \ \ \ \ \ ""'I \ (') ,,'" I \ \ ib ", , r-v CD ;0 o >o 􀁾􀀠 -< \ \ \ \ \'7":..\ \ 00;;.. \ 􀁜􀁾􀁜 \ \ \"% \ \ \ \ \ \ \ \ \
\ \ <:::) \ \ \ (') \ 􀁾􀁜􀀠 \ \ <D \ \ \ 􀁜􀁾􀀠\ ... -\f"\ \ ....... \ ...... \ G1\\\ \ \ \ \ \ \ \ 􀀭􀀻􀁴􀀮􀁾􀀠 \ . \.,-,. \ \ \ \ \ \ [ll 􀀨􀀩􀁾􀁉􀀮􀀠\1 I)k'" I 1p\ 􀁾􀀠 ..,., •o•••
I \ :> ,::.:.::,: >;::; .-> ;;. !-:J 'it ...... ::;; ;::; :.x.,.:. .-..... ;;.r. > '-' I 
Pued 3 950224 UP'i, aLl l;hlt CI(t&lA lot. tftct. .oj' PHUCtt .f lin•• it."tt' ia toM <:. w. rllt'lift S .. rv.f. lb.t,,,cl ".-borIr 411. fc--1"· 0'( J.ddUot\. 0.1l4. Count,y. '!'tltl.
&1'\4 b!t\Oi p,ut o( 􀁴􀁨􀁾􀁴􀀠 􀁾􀀨􀁴􀁕􀁉􀀧􀁬􀀠("U.d 0." ...ett t:"c. of 1't\d d•• =rtbtd 􀁜􀁾􀀠 deed ftOi/* W. W. J'II L,,., ... 􀁾􀀠_dol 􀀩􀁉􀀧􀁜􀀮􀁾􀁉􀀮􀀮􀀠 11\., J0114" to st. tc..alt
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fUH. tAd 1>tli'1f -.ott il"ttlc\,l\.,:ly dUCi'lWd "t tei:o... : t..£.C!'WlI!W'; .. t " poi1q, 0 .... th4 􀁾􀁉􀁜􀁵􀀮􀁲􀁩􀁴􀁬􀀧􀁜􀁥􀀠 o! 􀁬􀀮􀀮􀁤􀀭􀁤􀁩􀁾􀀠 t.o..td, & P'-l"llc ro.a6war
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JQlIu troKc to • f01H u>n is 􀁾􀀮􀀠 ! •• t It 􀁴􀁉􀀬􀁾􀁴􀀠 "'i'e. Ie"", t.b« (."ttrlinc o( ·e" t..rjae+l cd tl\. St. t,4Qlf 􀁓􀁯􀁯􀁑􀁴􀁾􀁬􀁴􀀮􀀨􀀮􀀠 􀁴􀁾􀁬􀁬􀀢􀀢􀁲􀀠 􀁃􀁾􀁰􀀢􀁊􀀧􀁉􀁦􀀠
Cl00· tl,ltJt-ot ..V*yt. uld 􀁾􀁬􀁁􀁴􀀠bti:o"q 􀁾􀀠tM f..Htb Haf .f .. tr4C't • CfH'I"trH .." St. :,..oq1. $.<HJthwltU'••.&lh"1 􀁾􀀢􀁲􀀠to c.al1&t ).J •• l.l9td 1'r"•• 't P(o-p.-ccy
􀁾􀁶􀁬􀀮􀁬􀁴􀀮􀁬􀀼􀀾􀀮􀀠Corpor.ttcfI Of\ J,,""IWot"'}' 1*, 1tft. 􀁡􀁾􀀠 r • .:et'" Lft vol ...... '1'00". , .... 11tO of 􀁴􀀮􀁾􀀮􀀠 􀁾 l4'¢4tC. of "':i1S ('O'OAt.y. t.xl,.; TSPCt W U'H')O"
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at 12.'\ tu-t " V2· ItOI'\. rOtll 'Ht .,.. tbot: .... " li.... 􀁯􀁾􀀠 ... ld .l.Ui,.s..<)(\ lOH t cootitHJtflloq 0.0 • 􀁴􀀮􀁯􀁴􀀮􀁾􀀠 􀁾􀁬􀀮􀀡􀀮􀀮􀀮􀁴􀁾􀁾􀁾􀀠 of SJ'.JO fht. to £. 1/2-;.r,et\
tod ut 4t n,. f"\.Ort,."'J.fUt. corn.! o( 1 ... 4 J.:i.&JI Ukt: 􀁾􀁾􀀡􀀠$ OO·24'OS· £, J'.2l fa*t 􀀮􀁬􀁾􀀠􀁴􀁾􀀠•• Sl 􀁬􀁩􀁾􀀠or 􀁉􀁾􀀨􀀧􀀠Jqll44 ttO<:t to • 1/1' it"" rod to...,d; ":'1£1<:'
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RESOLUTION NO. R95-103 A RESOLUTION BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, AUTHORIZING THE CITY MANAGER TO ENTER INTO AN INTERLOCAL AGREEMENT WITH DART TO JOINTLY PURCHASE
THE PROPERTY NECESSARY FOR ARAPAHO ROAD AND A PROPOSED DART TRANSIT CENTER WHEREAS, the Town proposes to acquire certain real property within the Town for the relocation of a public
road known as Arapaho Road (the 'Property"); and WHEREAS, DART proposes to acquire certain real property within the Town and adjacent to the Arapaho Property for the development of a
transit center (the "Transit Center Property"); and WHEREAS, in the best interest of the tax payers of the Town and of DART, it is more economical for the Town and DART to jointly acquire
the respective properties; and WHEREAS, pursuant to Section 10(1) or Article 1118y, V.A.T.C.S. and the Interlocel Cooperation Act, Chapter 791, Tex. Gov. Code, the Town and DART desire
to enter into this Interlocel Agreement to coordinate the simultaneous acquisition of the Arapaho Property and the Transit Center Property; now, therefore, BE IT RESOLVED BY THE CITY
COUNCIL OF THE TOWN OF ADDISON, TEXAS: OFFICE OF THE CITY SECRETARY RESOLUTION NO. R95-103 
THAT, the City Council does hereby authorize the City Manager to enter into an interlocal agreement with DART to jointly purchase the property necessary for Arapaho Road and a proposed
DART transit Center. DULY PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, this the 14th day of November, 1995. 􀁾􀀠 Mayor ATTEST: OFFICE OF THE CITY SECRETARY RESOLUTION NO.
R95-103 
􀁾􀁾􀁾􀁾􀁩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 D6RT INTEROFFICE MEMORANDUM DATE: September IS, 1995 TO: Herman Wardlaw Manager of Real Estate (Acting) SUBJECT: Estimate cleanup costs
for Logic Design Metals Site Based on the review of two Phase I ESA reports and my own site visit on the II th ofSeptember, 1995, of the former Logic Design Metals site located at 4803-4807
Arapaho Road in Addison, Dallas County, the cost for environmental cleanup of this site may range from $50,000 to $250,000 dollars. Environmental issues at the site consist of: (I) Abandoned
drums of potentially hazardous materials (2) Possible soil and groundwater impact (3) Suspect asbestos containing building materials (4) Suspect PCB electrical equipment (5) Two Above-Ground
Storage Tanks (AST's) (6) In situ sand/grit filteration system formerly used to filler solvents and phosphates from waste water prior to discharge (7) Suspect lead paint or lead containing
products This cost estimate is based on three cursory visual inspections. No Right·or-Entry (ROE) has been granted for this property. No samples have been obtained to confirm the presence
or absence of hazardous materials. Therefore, the cost for environmental clean-up could vary significantly. If you have any questions concerning this maller, please contact me at 749-2872.
􀁾􀀭 r-" t 􀁾􀀠\ ,,\. t ,,. --􀀭􀁾􀀭 L 􀁾􀀠 't o.................... 􀁾􀂷􀀠 Brad E. Robi4son Asbestos Management Planner (Tx. Lie. 20-5181) ce; Thurman Schweitzer HER.'>IAN,SAMC:\DESKTOPIAMIPRO

r·' ;,,:, r'" 􀁾 􀁰􀁾 , . Prepared for ;.. . .: ..... , 􀁾􀀠 ;:..;.,. :: '.: 􀁾􀀠 􀁾􀁊􀁡􀁭􀁥􀁳 S.lee Environmental Specialist Dallas Area Rapid Transit ',1 IN :! S 1993 1401 Pacific
Avenqt;!\PT {;-.J' i'. 'iTI()f'" Dallas, Texas 75202-3315' ,11''-': t\'Jv I. V Report of Phase I Environmental Site Assessment Site-Ol. 02, 03 and 04 Addison, Dallas County, Texas 75248
Task Order 006T WBS No. 5.54.00.7.89 Contract C-92000227 TMI Project Numbers DN93{)12-006T . ----" June 24,1993 Prepared by Terra-Mar, Inc. '1fJ79 Lombardy Lane Dallas, Texas 75220 (214)
352-8352 Fax (214) 352-4550 DallasjFort Wortb/Houston Approved by 􀁾􀀮􀀠 . 􀁾􀀠--Mark K. Boyd, Ph.D., R.E.P. Manager, Environmental Services 􀁮􀁭􀁒􀁁􀀭􀁾􀀠􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀁾􀀻􀀠 
I I i t I I I EXECUTIVE SUMMARY Terra-Mar, Inc. (TMI) completed the Phase I Environmental Site Assessment (ESA), as described in Hazardous Materials Site Assessments, Contract C-92000227,
WBS No. . 5.54.00.7.89, Task Order oo6T, for four (4) subject sites (Site 01,02, 03, and 04), located \ 1 in Addison and Dallas, Dallas County, Texas. K. C. Moore, Environmental Specialist,
conducted the site assessment for the Phase I investigations on April 22, 1993. The Phase I ESA was conducted in accordance with Exhibit H of the contract as modified by the specific
Task Order requirements. Site-Ol, as designated by DART Task Order 006T, was described as 15 acres located at the southwest comer of Quorum Drive and Arapaho Road in Addison, Dallas
County, Texas. Access to the site was not granted, therefore a thorough survey of the property was not possible. Site-G2, as designated by DART Task Order 006T, was described as 6.7
acres located at the northwest comer of the intersection between Quorum Drive and Arapaho Road in in Addison, Dallas County, Texas. Access to the site was not granted, therefore a thorough
survey of the property was not possible. Site-03, as designated by DART Task Order 006T, was described as 6.4 acres located at the northwest comer of the intersection of the DART Cottonbelt
Railroad and Quorum Drive in Addison, Dallas County, Texas. Access to the site was not granted, therefore a thorough survey of the 􀁰􀁲􀁯􀁰􀁥􀁲􀁴􀁹􀁷􀁡􀁳􀁾notpossible. 􀁓􀁩􀁴􀁥􀁾􀀬􀀠as
designated by DART Task Order 006T, was described as 19.8 acres located at the northeast comer of Arapaho Road and Prestonwood Boulevard in Addison, Dallas County, Texas. Access to the
site was not granted, therefore a thorough survey of the property was not possible. Based on observations and review of available information, the following environmental issues or potential
risks were discovered: • Storage of large amounts of Chemicals and processing waste at Logic Design Metals, a sheet metal manufacturer, located on Site-GZ. In addition, according to
the Town of Addison Fire Department, Logic Design Metals had been cited for storage of excessive amounts of chemicals. • Underground Petroleum Storage Tanks (PSTs), located on Site-G2,
were present at 4851 Arapaho Road (Southwestern Bell) and 4803 Arapaho Road (7-Eleven). Of these locations, the 7-Eleven Store, was not listed in the TWC PST ILPST listings. In addition,
according to the TWC PST ILPST listings, one (1) PST was (J:\DN\DAAT-93\REPORT\TASK006T) II 'I ;1 II :1 II II,I 1 
,, 1, ,I , , 1 1 1 1 1 1 present at Site-{)l and listed as pennanently abandoned in place, at 15280 Addison Road. Ten (10) PSTs were located within a one-half mile radius of the site.
Of these one , (1) was located on the western adjacent property of Site-Ql (Waterworks Car \ Wash). , I o According to the Town of Addison Fire Department and the Addison Department
of Health and Safety, soil sampling and remediation activities were conducted by I Ashland Chemical, prior to leaving the site. A closure report for Ashland Chemical was on file with
the TWC. • TMI identified (10) pole-mounted and two (2) pad-mounted transfonners on Site-I I'\ 01; three (3) pole-mounted and two (2) pad-mounted transfonners on Site-Q2; and two (2)
pole-mounted transfonners on Site-03. The PCB content of these I transfonners was unmown. TMI requested infonnation concerning the PCB I status of the transfonners from TU Electric and
will forward the infonnation when it becomes available. • Five (5) RCRA notifiers were identified within a one-half mile radius of the site. Pro's Autobody & Glass, a Limited Quantity
Generator (CEO), was located adjacent to Sites-Ql and 02, however the potential for impacting the sites was considered low. In addition, one (1) RCRA notifier, Brantley Cleaners, located
on Site-Ql, is an environmental concern due to the potential for release (If hazardous materials 􀁯􀁮􀁾􀁩􀁴􀁥􀀮􀀠 • A petroleum pipeline which contained aviation fuel and unleaded gasoline
was located along the Southern Pacific Railroad line along the northern boundaries of Site-04 and Site-Q2, and the southern boundary of Site-03. A fire associated with this pipeline
occurred in 1985 near Dallas Parkway, approximately 2,000 feet from the subject sites, however, it was unlikely that the sites were impacted. o According to the Federal Emergency Management
Agency (FEMA) Flood Insurance Map #480171 Panel #OO25C, March 16, 1983 for Dallas, Texas, the eastern half of Site-04 was located in an area designated within the l00-year flood plain.
TMI identified no evidence that this area was designated as a wetlands area. TMI was denied access to parcels; however, structures were noted on Sites 1, 2, and 3 which may have been
constructed using asbestos-containing materials (ACMs). (J:\DN\DART·93\AEPORT\TASK006T) 2 
Computer Pe<>pic Site 3 Com.at Pod • NOT TO $CALe DALLAS AREA RAPID TRANSIT TASK ORDER 93006T t SITE PLAN #2 LEGEND 􀁓􀁬􀁾􀁾􀁾􀁾􀁉􀁎􀁾􀁃􀀺􀁬􀀧􀀠 DN93·0I2·006 • Fite Hydrant NORTH FIGURE
2 TERRA-MAR 
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ro \ \ Q. \ \ \ \ \\ 􀁡􀁾􀁜\ \ \ \ 􀁾􀀠\ \ 􀀭􀁾􀁜􀀠 \"';;L\ \ \ \ 0\0'1:1 ;>.;OSIOo\ , , I \.; .. 􀁾􀁉􀀠 '" -,... < z .􀁾.... 􀀠 :"c" ::.: ::..... --.c 􀁾􀀠 '" .-. ::.: < ::.: < ....
-
COWLES & THOMPSON A PFiOFESSIONAL CORPORATION 30r W WASHINGTON. sunE lao PO sox 11.n SHERMAN, TEXAS 750(11·1 Il7 901 MAIN STREET. SUITE 4000 TElEPHONE {!fO:!} 893·8999 OALLAS, TEXAS
75202-3793 100 WEST AOAMS AVENUE. SUITE 321 TELEPHONE {2141 $72·2000 P.O eo:.:. las ATTORNEYS AT LAW TEl\.'PLE. TEKAS 1<1503-0785 METRO (214) 263·0005 TELEPHONE (aHl 711 2.S0C· FAx 1214}
672-2020 JOHN M. Hill ONE AMERICAN CENTER SUIH 177 (214. 􀀶􀀷􀀲􀁾􀀲􀀱􀀷􀀰􀀠 CHAit:.E5 SORRELLS ,,0 .. ESE lOOP JZ3 (1925·19B2) TYLER, TEXAS 􀀷􀀵􀀷􀀰􀀱􀀭􀀹􀁩􀁬􀁡􀁾􀀠 TElEPHONE. t'OJ)
sal·55tH! August 4, 1995 VIA TELECOPY AND U.S. MAIL Mr. John Baumgartner City Engineer Town of Addison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Dear John: Below is the proposed
formula which we discussed on Wednesday regarding the Pinnell tract; 1. Whole property value (96,834 square feet) $1,665,000 2. Value of 7/11 office building. Western tract (7/11 office
building + land) $1,200,000 Land only(28,227 square feet) = $ 240,000 Total value of 7/11 office building $ 960,000 3. 7111 office building represents 58 % of value of whole property (western and eastern tracts) ($960,000/$1,665,000
= 58%), so land represents 42% of value of whole property 4. Addison will pay for the value of the part it is taking (33,585 square feet, representing 34.68 % of the whole tract (33,585
square feet/96,834 square feet» which primarily includes land only, plus Addison will pay for the damages to the remainder determined by the L.R. Denton appraisal which amounts to $385,000.
Upon determining the amount to be paid 
Mr. John Baumgartner August 4, 1995 Page 2 for the entire tract (whether by agreement or by a judgment), a determination will need to be made as to the value of the land being acquired
by the City. That can be done by taking the total amount to be paid and subtracting from it the value of the 7/11 office building (determined to be 58% of the value of the whole property),
thus leaving the approximate value of the land only. The City's portion can then be determined by multiplying the value of the land times 34.68% (since that is the City's square foot
portion of the property being acquired). Example: Amount to be paid for whole tract = $2,500,000. Value of 7/11 office 7 building = 58% of $2,500,000, or $1,450,000. Deducting the value
of the building from the entire tract leaves a value for the land only of $1,050,000. The City's obligation would then be $364,140 for the part taken ($1,050,000 x 34.68%), plus $365,000
in damages, or $729,140. We have contacted Randy Denton to confirm these numbers, but have not yet received a confirmation, and therefore the numbers are subject to change. On the Moses
and Cline tract, the value of the part taken by the City will be determined on the percentage of land being taken by the City out of the entire taking. We are scheduled to meet with
the DART representatives in our office on Monday, August 7 at 10:30 A.M. Should you have any questions or desire any additional information before that meeting, please give us a call.
JMH:wn cc: Mr. Kenneth C. Dippel 
PUBLIC WORKS DEPARTMENT (214) 450-2871 Post Office Box: 144 Addison, Texlls 75001 16801 􀁗􀁾􀀵􀁬􀁧􀁲􀁯􀁶􀁥􀀠 June 2,1995 Mr. J.B. Cline, and Mr. H.L.Moses MCMCompany P.O. Box 8 Addison,
Texas 75001 Certified Mail Receipt # Z 413 960 812 Re: Arapaho Road Realignment Dear Mr. Moses & Mr. Cline: As we have previously discussed, the Town of Addison will be realigning Arapaho
Road and seeking to acquire 59,547 square feet ofland from the tract ofland you own at the comer of Quorum Drive and Arapaho Road. A sketch indicating the affected land area is enclosed.
After our most recent discussions regarding land value and compensation due to you, we have had the property reappraised. The City Council has directed me to make an official offer to
purchase your 59,547 square feet ofland needed for the Arapaho Road realignment. The offer is $390,000 in compensation for the land acquired and any and all damages to the remainder,
including the interests ofall lessees. This offer is based on the reappraisal. To accept this offer, you may contact Mr. Pat Haggerty at 233-3333 to make arrangements to close this real
estate transaction. The City will pay all necessary closing costs. If we have not heard from you within fifteen (15) days, we will" assume the offer is declined. 􀁓􀀻􀀲􀀷􀁾􀀠 􀁾􀁾R.
Baumgartner, P.E. Director ofPublic Works cc: Mr. Pat Haggerty Mr. Ron Whitehead. 
4' i;1 􀀻􀁾􀀠 II ""-t \ 􀁾􀁾􀀭􀀭􀀭􀀺􀀷􀀺􀀠 􀁾􀁾 􀁾􀁜􀁉􀁾􀀺􀁾􀁾􀁪􀀮􀁏􀀧􀀭 􀀺􀁊􀀮􀀮􀁾􀀠•• ::.,.,,,.t" am 􀀺􀁾􀀠 􀁾􀁉􀁲􀁲􀀮􀀠 I :1 􀁾􀀠 HI .. 􀀢􀁾􀀧􀀭􀁾􀁪􀀿􀀻􀀡"􀀧 􀀧􀂣􀁾􀁁􀁈􀁏􀀠ROAD (EX
I ST I NG) Q r _....... i, i i _c... 􀁾 /-"!'.􀀢􀂷􀀮􀁩􀂷􀀭􀂷􀂷􀂷􀀮􀀬􀀮􀀬􀀻􀁾􀂷􀀠.v._􀁾􀀠 􀁾􀀮􀀢􀀢􀀠 •.-<l". ... .... ".. 􀁾.• '.", --co.o 􀁾1􀁜 " n ;r' --r-==t==== _ "'" ".,t. ._ .__
__=_';;:q;;;;;;'" _." 􀀧􀁾􀀢􀀢􀀢􀀢􀀧􀀭􀁪􀀬􀀢􀀢􀁾􀀢􀀧􀀧􀀧􀀨􀀭􀀮 " .... 􀁾􀁦...'·• ..,' WI Entire Tract (6.722 Acres) t::! Part Taken (1.367 Acres) 􀁾􀀠Northern Tract (2.511 Acres) m!
Southern Tract (2.844 Acres) l:mmr[Site Survey) r-", r'-'1 ..􀀭􀁾􀀭􀀭􀀬􀀠
Mr. John Baumgartner, P.E. Director of Public Works Town of Addison April 24, 1995 Page 2 VALUATION ESTIMATE In view of the pertinent facts mentioned herein and of the analyses of data
which have been considered in connection with this appraisal report, it is the opinion of the undersigned that the market value of the fee simple interest in the subject, as of March
14, 1995, is as shown below. Market Value of the Whole Property: $1,665,000 Market Value of the Fart Taken: $ 265,000 Market Value of the Remainder Before Take: $1,400,000 Estimated
Value of the Remainder After the Take: $1,015,000 Damages to Remainder: $ 385,000 Total Compensation: $ 650,000 Respectfully submitted, E. Glenn Silva, MAl 􀁾􀀼􀁃􀀿􀀵􀀷􀁓􀁾􀀠 L. Randall
Denton, MAl Appraiser Tax J.D. #75-1655029 L. R. DENTON & CO. 
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􀀠 􀀬􀁾􀀠 􀁀􀂣􀁛􀀱􀀧􀁛􀁌􀂣􀁾􀀠 ha 􀁾􀀠 \ :;i!fJI#" I , , 􀁉􀁾􀀠􀁾􀀠 I.-III 􀁾􀁴􀀿􀁊􀀠 ,! ...... 􀀱􀁾􀀱􀀸􀀱􀁻􀀺 1 (f 􀁾􀀠 . 􀀬􀁾􀀠 􀁉􀁾􀀠 "'"" , \ I ,?' 1"""'I ' 􀁾􀀠 ] , 􀁾􀁷􀀠 􀀺􀀧􀁾􀁪􀁬􀁪􀀠
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\ 􀁾􀁾􀀮􀁾􀁾􀁾􀀠􀁾􀀻􀁾􀁊􀁄􀁟􀀠 @£ 􀁦􀀱􀀬􀂣􀁾􀀭) , 1\ 􀁾􀀠 , J , 􀀢􀁍􀁉􀁾􀁉􀁬􀁮􀀻􀁉􀁨􀁉􀀬􀀬􀁾􀁃􀀨􀀻􀁏􀁦􀀢􀁴􀁊􀁉􀁊􀁡􀁈􀁔􀁬􀁮􀀮􀀠 ( Comparable Land Sales] 
􀁾 ABP fNVESTMENT Offf. fNC. ,.,...r............. _ .... ____ r .... __.. __ ______ ..._ ____.... __ ..... ..._ ....."'_f'lPth ...._ 􀀢􀀧􀁟􀀢􀀢􀀧􀁾􀁦􀀮􀁬􀁩􀁲􀁗􀁟􀀮􀀠 _...... __.. ""-...,-'
.. _z.......w. PREUMIN#IY REYIEW COpy Hum -ZDUARS ARAPAHO ROAD RIGHT·or·WAV EXHIBIT l·"oo:«•....:·<!;)oYt,...,1l:o«l 􀁟􀁾􀀮􀀬􀀮􀀬􀁕􀁟􀀮􀀧.._IOI_ ... ' TowN OF 􀁁􀁏􀁄􀁉􀁓􀁾􀁾􀀮􀀠 TEXAS
Entire Tract 􀁺􀀭􀁾􀀺􀀡􀀨..'-=:z: 1 ! ., .. " ! '"I 􀀱􀀾􀀡􀁦􀁾􀁔􀀧􀁟􀀠 cu•...,...,_. 􀀧􀁉􀀡􀀬􀁉􀁬􀀮􀁾􀁕􀀺􀀢􀀠 􀀬􀁾􀀮􀀢􀀧􀁉􀁬􀀠 is -00 ;.-􀀭􀁾􀀠 CH) 0' "'<:> 0. 􀁾VIlI,􀁮.n􀁾n􀁉􀀧'I􀀢'¢􀀠􀁾·I􀀡I􀁄U􀁟�
�T" " ISON tv.S<SOI"II£.....,.;s.T.. _""_""" ../,1<v 􀁾􀁟􀀮􀀬􀀬􀀮􀀮􀁴􀂻􀀼􀁉􀁬􀀧􀁦􀁊􀀬􀀮􀀮􀀮􀁟􀀬􀀮􀁟.. f"" "4" To ..." 􀁾􀁲􀀠Ad4ho" ,"",bile Va''', 16801 Io'ntllftU, Mdlu". TX ':1901
EXHIBIT PARCEL NO. ! I'ME:Rf LOP Il;"fe,rM<;NT .111. III¢. _ 1::1 Part Taken (.771 Acres) lEI Remainder (1.452 Acres) ( Site Survey -Entire Parcel ) 
I " -o <! o n:: z o (f) o o <! -" -",-,-,, " " I .... " ,.: ".....-" " -. 􀁾􀀧􀀮􀀠 " -," 28,586 SF __ _ ':' "::':;::'::':::'::":":'::':';':_:':_':':":"M _:.. M ___ __ 􀁾____:.. __ •
__ 􀀮􀀮􀀺􀁾􀀠 I I I [Site Survey -Remainders After the Taking J ",/.Remainder of 'Western Tract 􀁡􀁦􀁴􀁥􀁾􀀬􀁹􀁩􀁬􀁩􀁮􀁧􀀠 '.'' .Remainder of Eastern Tract ,U::er Taking ...." ........"'-"
.......,,"...... ""'--'\"--'--', ,----' ", ......... /"..... ........... /...... ",,"-100' "-"\ROW' " __ ,,"'-..!L t1t1!a7.'14 􀀮􀁾􀀠􀁴􀁾 ,-" t.!.i$'l *""'u --," " --,-" .--," " .. _
"," 􀁾􀀠f 􀁮􀀧􀁉􀁾􀀧􀁷􀀠t !tb"G" #'" (.79575 Ac.) (.65625 Ac.)! ! 
LAND VALUATION (Cont'd) TABLE 14.1 COMPARABLE LAND SUMMARY Subject 2 3 4 5 6 7 location: NEe NEC Larnhnark SEC AirpOrt 􀁁􀀮􀁲􀀳􀁰􀁾􀁨􀁯􀀠 Quorum Landmark Addison! Dallas PkwyJ Arapahof
Pbvy. Arapaho Al'3paho Quorum Property Righls: Pee Pee Pee Pee Pee Fee R>e .... Simple Simple Simple Simple Simple Simple Simple Simple Conditions Of Sale: Ann's Arm's Ann', Ann', Ann',
Ann's Ann's 􀁁􀁮􀁮􀁾􀀠 Length Length Lenglh Length Length Length Length Length Dale Of Sale: 3·95 7·93 2-94 4·94 10-94 Conlrnc-t Contract Contract Size (AC), 2.223 6.203 2.0 7.752 5.4963
4.0 3.47 <.1 Zoning: PD R C C C C PD PD Utilities: Yc; y" y" Y., y" Yo. Ye, Yo, Tenus Of Sale: All Cash AI! a.," All a.," All Cash All Cash All a.," All Cash All a.," 􀁄􀁾􀁨􀀠Equivalel'l!
$7.00 $5.00 $4.50 $3,10 $6.50 $6.98 $1.00 Sale PrioolSF: 1 A. Valuation or Land -7-1 I10ffice Building Tract 1 In order to derive an estimated value from the comparabJes, certain adjustments
must be applied to thc sales to accurately compare them to the subject property, This This procedure is commonly referred to as paired data set analysis or, more simply, paircd sales
analysis. In theory, this 1 process can be a sound method of comparing sales; however, it can be somewhat limited by the availability of current data. For this method to be effective,
the comparable sales should possess similar attributes; however, they must also differ in one or more characteristics. I While the vast majority of properties will possess different
features, it is difficult to pair a set bearing only one variable. Therefore, in order to isolate a single characteristic for purposes of comparison, several sales with similar attributes
must be analyzed. This is a difficult task given the many variables that can exist between two parcels of land. Although we believe that the comparable sales used in this analysis are
the most representative of the subject's value. a few of our adjustments are subjective and are dependent on a certain level of judgment resulting from experience in the subject market.
The adjustment process employs several elements of comparison. The six common elements utilized for comparison are summarized below. a. Real Property Rights Conveyed b. Financing Terms
c. Conditions of Sale d. Date of Sale e, Location f. Physical Characteristics 53 L R. DENTON & CO.
ABP INV. #111, LTD. ROUTE 13 BOX 135 DENTON, TEXAS 76205 LOGIC DESIGN METALS HAS BEEN PAYING ABOUT $130,000 FOR 70,000 SQUARE FEET OF LAND AND ABOUT 32,000 SQUARE FEET OF BUILDINGS,
THE LEASE WAS TRIPLE NET. IF ONE WERE TO CAP THAT INCOME STREAM AT 10% THAT WOULD GIVE A MARKET VALUE OF $1,300,000. ASSUME THAT WE WERE TO TEAR DOWN THE PAINT BUILDING AND ALSO REMOVE
THE WOODEN SHED TO THE REAR ON THE WEST SIDE THAT WOULD LEAVE THE 15,000 SQUARE FOOT BUILDING WHICH IS AIR-CONDITIONED AND HEATED AND HAS A 100 X 150 CLEAR SPAN. ALSO WOULD LEAVE THE
50 X 200 CONCRETE BUILDING OR 10,000 SQUARE FEET. THERE WOULD BE A SPACE 120 FEET TO THE FULL DEPTH OPEN ON THE WEST SIDE WHICH WOULD GIVE PARKING FOR 120 CARS PLUS. THIS COMPLEX WOULD
BE GREAT FOR A "WAREHOUSE -RETAIL" BUSINESS OR A USE SUCH AS THE TRAIL DUST STEAK HOUSE. ONE CAN PROJECT A RENTAL OF $5.00 PER FOOT----AS IS. CHEAP RENTAL AND YET DUPLICATES WHAT LOGIC
WAS PAYING. PREMISE NUMBER ONE ·········THE VALUE OF EAST 70,000 SQUARE FEET AND BUILDINGS IS A LOW OF OF $1,000,000 AND HIGH OF $1,300,000. 
----------------------------------------------------------------------SEVEN ELEVEN HAS SIX PLUS YEARS TO GO ON THEIR LEASE AND HISTORY SHOWS THAT THEY WOULD GO ON AND ON IN A SUCCESSFUL
LOCATION. THE AVERAGE RENTAL FOR THE NEXT SIX PLUS YEARS IS $67,000 PER YEAR. CAPPED AT 8112% GIVES A VALUE OF $788,000. I CAN ASSUME THAT THE 2,400 SQUARE FEET WOULD LEASE FOR ABOUT
$14.00 PER FOOT, AND THERE WOULD BE REMODELING COST LEASE COST AND WHO CAN GET ANOTHER TENANT AS GOOD AS SEVEN ELEVEN? VALUE AFTER TAKING AND PROBLEMS IS A LOSS OF BETWEEN $300,000 AND
$400,000. PREMISE NUMBERTWO ----------LOW OF $300,000 HIGH OF $400,000 THIS ASSUMES THAT SEVEN ELEVEN WILL SETTLE THEIR BUSINESS DAMAGES SEPARATELY WITH THE CITY OF ADDISON. 
ON THE COMPUTER PEOPLE BUILDING WE WILL NEED ABOUT 12,000 SQUARE FEET BACK AT NO COST, TO PROVIDE PARKING AND LANDSCAPING FOR THE OFFICE SPACE. THIS WILL VARY ACCORDING TO EFFICIENT
UTILIZATION, DRIVEWAYS AND CITY REQUIREMENTS. THERE ARE COSTS IN DESIGN AND CONSTRUCTION. WE WILL ALSO NEED TO INSULATE THE BUILDING SINCE TRAFFIC WILL BE RIGHT ON TOP OF THE FRONT.
THE BUILDING WILL ALSO LOSE VALUE IN THE LONG RUN BECAUSE OF THE NEW LAYOUT AND PROXIMITY OF THE ROAD. THE COST TO MOVE THE PARKING LOT WITH NO LAND COST IS $100,000. DAMAGE TO LONG
RANGE VALUE OF THE BUILDING IS $150,000. PREMISE NUMBER THREE IS LOW OF $150,000 AND HIGH OF $250,000. ------------------------••• -----------------•• ------_ •••• --------------------.-􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 ....􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭
• TOTAL VALUE TODAY IS $3,000,000. ESTIMATED VALUE OF THE REMAINDER IS $1,250,000. THEREFORE VALUE OF THE TAKING AND DAMAGE TO THE REMAINDER IS $1,750,000. GRAND TOTAL LOW IS $1,500,000
AND HIGH IS $2,000,000 WHEN YOU ADD $50,000 IN FOR MANAGEMENT TROUBLES. WE WILL SETTLE TODAY FOR $1,750,000 CASH AND REQUIRE YOU TO REMOVE THE BUILDINGS FROM LOGIC AND REPLACE THE SIDEWALKS.
THIS ALSO ASSUMES THAT THE CITY OF ADDISON WILL COMPENSATE SEVEN ELEVEN FOR ITS LOSS OF BUSINESS AND WILL BARE THE BURDEN OF REMOVING THE GAS TANKS. THIS IS THE BASIS OF OUR NEGOTIATION,
HOWEVER FINAL SETTLEMENT IS SUBJECT TO A FINAL REVIEW OF OUR TOTAL COST AND LOSSES 
Mr. John Baumgartner, P.E. Director of Public Works Town of Addison April 7, 1995 Page 2 VALUATION ESTIMATE In view of the pertinent facts mentioned herein and of the analyses of data
whictl have been eonsidered in eonnection with this appraisal report, it is the opinion of the undersigned that the market value of the fee simple interest in the subject, as of March
14, 1995, is as shown below. Market Value of the Whole Property: $1,900,000 Market Value of the Part Taken: $ 390,000 Market Value of the Remainder Before Take: $1,510,000 Estimated
Value of the Remainder After the Take: Damages to Remainder: " $1,510,000 $ -0Total Compensation: $ 390,000 Respectfully submitted, L. Ran all Denton, MAl "'E. Glenn Silva, MAl '"" Appraiser
Tax I.D. #75-1655029 L. R. DENTON & CO. 
". ' .. 􀁾􀁬􀀠 􀁉􀁾􀁬􀁬􀀠. 􀁜􀁾􀀺'-,j I \ , I • \'" 􀁾􀁳􀀧􀂷􀀠􀀯􀁾􀀠 􀀬􀁾􀀽􀁾􀀠, , l ; l * 1"", .... i b . III 1.-0..,;: 􀁾 􀁾􀀧􀀯􀀠 􀁉􀁾􀁾􀀯􀁉􀀠 􀂷􀀭􀁗􀁾􀀠 􀁾 􀁾􀀮􀂥􀀯􀀠 e...􀁾􀁾􀀠
􀁾􀀠, i ,R 􀁛􀁉􀁄􀂣􀁛􀁢􀁛􀁢􀂣􀁾􀀠 ©ffi.lIKlIKl@1l, Il,􀀧􀁛􀁪􀀧􀁀􀁾􀀬􀁾􀀠􀁾􀁾􀀠 i=' 1\ :-I 􀁾􀁩􀀧􀀾􀀠􀁾 \---1!f vi 1='._-􀁾 ! .. (( 􀁾􀀠 􀁾􀀠 liP -il \ • .d\ il 􀁾􀀠 ':Jtf . I 1 . f!
􀁾􀁾􀀠 . 􀁾􀁾􀀠 􀀮􀁦􀁾-:::0-I • .:.;;..J \. 􀁾􀀠 1'􀁾􀀠 􀁾􀀠 􀁾􀀽􀀠 . j 􀁾􀀮􀀠 Ie:."..·. ik '\ 􀀻􀁾􀀧􀀽􀀬􀁾􀁾 !!). :;;;'!I . . .. "..,.\\( 􀁾􀀺􀁲􀁾􀀠 . ;::= F"" Ii 􀁾􀀠 􀀢􀁽􀁾􀀯􀀧􀀭􀀭
,·r \ 􀁾􀁴􀁩􀀮􀁊􀁕􀀠 -". . @£ 􀁊􀁬􀁨􀁜􀁾􀀭􀀢"􀀠 􀁾􀀠 􀁾􀀠 ; 􀁾 ;1 􀀭􀁾􀀠 /􀁨􀁽􀀧􀁾􀀭 <;'§)V _ eo-4:.,...,... .....OCO""'I-..rr tl1. [ Comparable Land Sales) L r L [ [ [ [ [ [ [ [ [ [
[ [ [ [ r 
VALUATION OF THE SUBJECT PROPERTY (Cont'd) TABLE 14.1 COMPARABLE LAND SUMMARY Subject 1 2 3 , 5 6 7 Location: /'/We Quorum! Arapaho NEe Dallas PkwyJ Arapaho Landmark SEC Ar.lpaho/Quorum
Airport Pkwy. Arapaho QUorum Landmark Property Rights: Fe. Simple Fe. Simple Fe. Simple Fe. Simple Fe. Simple Fee Simple Fee Simple Fe. Simple Conditions or Sale: Date of Sale: AIm',
Length 3-95 􀁁􀁮􀁮􀁾􀀠 Length 􀀷􀁾􀀹􀀳􀀠 AIm', Length 2-9, Ann', Length 4·94 AIm', Length 10-94 Ann', Length Contta(t AIm', Length Contract Ann', Length Contract S;z. (A9 6.722 6.203
2.• 7.152 5,4963 4.• 3.47 4.1 Zoning: Utilities: e Yes R Y.., C Ye' e Ye' e Y., e Ye' PD Y., PO Y., 1brms Of Sale: All Com AU Co,h All Co,h All Co,h All Co,h All Co,h AU Co,h All Co,h
! Cash Equivalent SaIe PricelSP.: $7.00 55.00 54.50 13.10 $6.50 $6.98 $7.00 A. Valuation of Land In order to derive an estimated value from the corn parables, certain adjustments must
be applied to the sales to accurately compare them to the subject property. This procedure is commonly commonly referred to as paired data set analysis or, more simply, paired sales
analysis. In theory, this process can be a sound method of comparing sales; however, it can be somewhat limited by the availability of current data. For this method to be effective,
the comparable sales should possess similar attributes; however, they must also differ in one or more characteristics. While the vast majority of properties wilt possess different features,
it is difficult to pair a set bearing only one variable. Therefore, in order to isolate a single characteristic for purposes of comparison, several sales with similar attributes must
be analyzed, This is a difficult task glven the many variables that ean exist between two parcels of land. Although we believe that the comparable sales used in this analysis are the
most representative of the subject's value, a few of our adjustments are subjective and are dependent on a certain level of judgment resulting from experience in the subject market.
The adjustment process employs several elements of comparison. The six common elements utilized for comparison are summarized below. a. Real Property Rights Conveyed b. c. d. e. f. Financing
Terms Conditions of Sale Date of Sale Location Physical Characteristics 43 L. R. DENTON & CO. 
---..,.. ') \ \ ?,."II\,., \ \ 􀁾􀁾􀁲􀀮􀀺􀀻􀀬􀀧􀀺􀀺􀀻􀀺􀂷􀀮􀀢􀀢.... o .....". 􀀤􀀧􀁾􀀧􀁴􀀻􀀧􀀠 Ih t«l'.OO· V "'LOt' APAHO ROAD (EXISTING) ,Od,.......__..... «111'. .j􀀳􀁾􀀮􀀮􀀠 :l ,
􀁾􀀠 "",I 􀀬􀁾􀀠 􀁾􀀠t !, .. 􀁾􀀠􀁾􀀠 !I 􀁾􀁩􀁾􀁩􀁾􀀠' I l-,' I Gl r 􀁾􀀠IIr......... liIi I" I ,'I 􀁜􀀧􀁾􀀠 􀁾􀁱􀀠 I'i 􀁾􀁾􀀠 11 I-;;, I:i 􀀡􀁥􀁾􀀠 􀀺􀀮􀁾􀀠 i 􀁾􀁾􀁾􀁾􀀠 I 􀁾􀀮􀀡􀀧􀀮􀀠
<r 􀀭􀀬􀀬􀁾􀀠 I 􀀭􀀭􀀺􀀺􀀽􀁾􀀠 mw" I Qon" 􀁾􀁾􀀠 ." 0_00 w 􀁾􀁾􀀠 a m.0 z '*' , ,! 􀁾􀀡􀀮 '.􀁾􀁾􀀠 :J:i, 'I• ","",t1llt,I'I\(Il" (6.722 Acres) (1.367 Acres) (2.511 Acres) (2.844 Acres)
-Entire Tract = Part Taken as Northern Tract .. Southern Tract (site SII..;ey] r--"l r--I r"-I '--I ,.--I '-"1 .. _I • '
􀁁􀁄􀁄􀁉􀁾􀀬􀁎􀀠TRANSIT CENTER oARCEL 1 Owner: Moses and Cline Size of Whole Property: 6.722 Acres, or 292,810 Square Feet Size of Area Acquired: DART: 2.511 Acres, or 109,379 Square
Feet Addison: 1.367 Acres, or 59,547 Square Feet Total: 3.878 Acres, or 168,926 Square Feet Size of Remainder (Land): 2.844 Acres, or 123,844 Square Feet Type of Building: OfficelWarehouse
Building Size: 6,500 Square Feet Building Age: 25 Years (Constructed 1970) VALUE OF WHOLE PROPERTY: Land (292,810 SF @$6.50 I SF): Improvements Total Value: VALUE OF AREA ACQUIRED: Land
(168,926 SF @$6.50 I SF): Improvements: Total Value: TOTAL COMPENSATION: $1,900,000 ..()$1,900,000 $1,100,000 -0$1,100,000 $1,100,000 $1,100,000 COMPENSATION SUMMARY DART: $1,100,000
x 65% = $ 715,000 Addison: $1,100,000 x 35% = + 385,000 Total Compensation: $1,100,000 
􀁁􀁄􀁄􀁉􀁾􀁏􀁎􀀠TRANSIT 􀁃􀁅􀁎􀁔􀁅􀁾􀀬􀀠PARCEL 2 Owner: Size of Property: Tract 1: Tract 2: Total: ABP Investments III, Ltd. (Pinnell) 0.648 Acres, or 28,227 Square Feet 1.575 Acres,
or 68,607 Square Feet 2.223 Acres, or 96,834 Square Feet Buildings: Tract 1: Tract 2: 2,400 SF 7-11 &9,514 SF Office Three Industrial Buildings (Nominal Value) VALUE OF PROPERTY: TRACT
1: Land (28,227 SF @$8.50' SF) Improvements Total Value TRACT 2: Land (68,607 SF @$6.50' SF) Improvements Total Value TOTAL COMPENSATION $ 240,000 960.000 $1,200,000 $1.200,000 $ 445,000
20,000 $ 465,000 $ 465,000 $1,665,000 COMPENSATION SUMMARY DART: $1,665,000 x 65% = $ 1,082,250 Addison: $1,665,000 x 35% = + 582,750 Total Compensation: $1,665,000 
ADDISON TRANSIT CENTER -PARCEL 3 Owner: Kondos and Kondos Size of Property: 0.52581 Acres, or 22,905 Square Feet VALUE OF PROPERTY: Land (22,905 SF @$4.50 I SF) $105.000 Total Compensation:
$105,000 
I l., I I PROPOSED TRANSIT CENTER ) BELT 􀁌􀁉􀀢􀀢􀀧􀁑􀁾 􀁾􀁜􀀠 I '"----z: : ! .-/i,, 'g\ I; (/), 􀁾􀁜􀀠 􀁓􀁾􀁒􀁉􀁎􀁇􀀠VALLEV 􀁒􀁏􀁁􀁾􀀠 04:::::; 􀂷􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀁦􀁾􀀭􀀭􀁾􀀧 I /􀁾􀀺􀀠
I I I o 0::::' \ ! I I ARAPAHO ROAD ! l dXISTING TRrNSFER LOCATION I ' l, \ : ALPHA RD i 01 O::::! '\\ ! \ 1 \ DART Addison Transit Center Vicinity Map 
,.7= 􀁾􀀠 -," I .... ';2: '.c x .t>. ;;. :"":-' I ... I ... '􀁾􀀠 ;;::: ;;:->􀁾􀀠 􀁾􀀠 ;;::: 􀁾􀀠 '"' ->'-"-\OOISO-"'; Ro.-\O CD ::0 o >o 􀁾􀀠 \ 􀁾􀀠 \'7"...\ 􀁜􀁾􀀮􀀠\ 􀀧􀁾􀁜 \ \ \\
\ \ \ \ \ \ \ \ \ \ \ \ \ '-a\ \ \.. \ \ \ f \ -\ ..... \ 􀁾􀀠 \ G1\\ \ \ \ \ 􀁜􀁾􀁜􀀠 􀀧􀁾􀁜 \ \ . \ \ \ \ \ , \ \ \ \ \ (l1()RI\ll)RI\ I 
DATE '!:>/t-Z/95" I JOB NO, ATTENTION 􀁾􀀯􀁥􀁮􀁮􀀠 ::;,. IlrCi. J/t!t.J; Public Works I Engineering RE' 16801 We.lgrcve' P.O. Box 144 Addi.on, Texa. 75001 Telephone: (214) 450-2871 •
Fax: (214) 931.6643 TO L. R. DeVlk J. Co. ILf lXX2 Qv..OI"" lAV\j J)r IV'? ,S"-k. ;w Da lta-' .. Lr, 15=2.:,-!-'1-=-0__ P;'"n,.//I f/1 􀁾􀁊􀁴􀀧􀁦􀀠 􀁾 j C f,;"e A,-/J, iJr6//5&'/S GENTLEMAN:
WE ARE SENDING YOU 􀁾 Attached o Under separate cover via _____the following items: o Shop Drawings 0 Prints o Plans 0 Samples 0 Specifications o Copy of letter 0 Change order o FT9
DATE NO. DESCRIPTION l1<evr'.>eJ Mete'S _J -bO.,.kJ, 􀁾􀀠 elCh,'b,'+ -tor +a 1:.'"" "... Ylnr.eH -tyClct. /THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted
o Resubmit ____copies for approval )(For your use 0 Approved as noted o Submit copies for distribution o As requested 0 Returned for corrections o Return corrected prints o For review
and comment 0 ______________ o FOR BIDS DUE __________ 19__ o PRINTS RETURNED AFTER LOAN TO US I I I I I I i I I COPY TO _____ I 􀀢􀁇􀁎􀁅􀁾􀁾􀁾􀀠 If enclosures are not as noted, please
notify us at once, 
Moses. and Cline P. O. 30x 8 A ddir;on rx 75001 239-3771 Land Facts: 6.B2 􀁁􀁾􀁬􀀺􀁥􀀮􀀬􀀠 located at COl:uer of Arapaho and Quorum Drive in Addison TX. Land was sold 18 months ago 􀁷􀁩􀁴􀁨􀁾􀁮􀀠a
half block of Moses and Cline's land· at $ B.SO per foot. The 􀁾􀁉􀁡􀁲􀁫􀁥􀁴􀀠is firmer today than it was when those' two pieces were sold. Daryl Snadon had an offer on land directectly
across .Arapaho at $ B.OO. 􀁾􀀭􀀱􀀵􀀷􀀰􀀠ARAPAHO ASSESSMENTS 72,615.4U 􀁾 1580 QUROUM DR. ASSESSMENTS 95,117.58 Our wal:ehouse was r.enting for $ 2000.00 per month until the Town of
Addison decided to' put a road through property. The tenant moved j to Garland. Our property is being damaged because we are losing 20 % of the square feet and cannot recover:any 􀁡􀁰􀀿􀁲􀁥􀁣􀁾􀁡􀁴􀁩
􀁯􀁮􀀠in vaiue of the 20 %. We are limited on sales to 􀁰􀁡􀁲􀁾􀁩􀁅􀀧􀁳􀀠wto are in d·e market for 5-7 acre parcels as '.e cannot celiver one solid piece. Our property has been damaged
for· ·four years slnee RTKL drew a line on a Thoroughfare Plan map. Not one party '"as .interested in purchasing it because the Town could not tell us whell or if the new road would
be constructed. We have suffered irrepabla damages because of the Town's action and should be reimbursed accordir.gly for· our Asse:osments, loss of Tenant income, loss of 20 %of land,
etc. , plus being paid a fair market value for the land. 
JAN-24-1995 13'33 -lNNING/REAL ESTRTE P.01 T o FAX COVER SHEET Date Sent: Nanlc: Fax Phone: 􀁾.... F R o M NQrne: Cornplln)n /)Dallas Are<! 􀁾􀀬􀀩􀁩􀁤 􀁟􀁔􀁾􀀬􀁉􀁾􀁾􀁽􀁄􀀡􀁾􀁾􀀬􀀺􀀬􀀮􀁌􀀠
. IOe{)fillttDeltltlll..ol:ati()tl: !,P-t?i/Jud-i.-l ...,1..',i '/..L,j' {/I\LL<...{Aj)(i..u( 􀂷􀂷􀀮􀀮􀀮􀀮􀀬􀀼􀀧􀀭􀁾􀀭􀀭􀀻􀀺􀀺􀀭􀀭􀀭􀁾􀁾􀁾􀂷􀀭􀂷􀂷􀁾􀀭􀂷􀀭􀀭􀀭􀀭􀀭 -/I I 'l J ,r:. ..J
Voice Phone; _____L.L':....:. ___ :LI_."-._.__. .•..􀀬􀁾....-.--------
JAN-24-1995 13: 34 ,'LANNING/REAL ESTATE P.12I2 INTEROFFICE MEMORANDUM DATE: January 24, 1995 TO: Jan Seidner SUBJECT: DART Approved Railroad AppraiseiS Pur,'U!!nt to your request the
following is a list of appraisers on the DART "i-'ptO'J,ed list which are qualified for railroad 􀁲􀁩􀁧􀁨􀁴􀂷􀁯􀁦􀁾􀁷􀁡􀁹􀀠appraisals. ,\.: ,,,·tin M. Blake W. M. McClellan Marlin M.
Blake & Associates W. M. McClellan & A'lsodates Forest Abrams Place South 3789 Noel Road 9304 Forest Lane Suite #120 Suite #100 Dallas, Texas 75243 Dallas, Texas 75240 214·340-8510 (0)
214-661-5977 (0) 214-553-1650 (f) 214-661-9512 (f) Ed Rowan Kelly W. Miller R A Rowan & Associates Kelly.MilIer, Inc. 1075 Griffin Street West Suite 104 1008 Harrison Dallas, Texas 75215
Arlington, Texas 76011 214-565-0324 (0) 817-261-0333 214-421-3207 (f) Richard Salinas Maple Leaf Appraisal Services 8035 E. R L Thomton Freeway Suite #106 Box 10 Dallas, Texas 75228
Ifyou have any questions or desire additional inl:olmatiol1 PI,;"SC do .10t hesitate to call. 􀁾􀀴􀀯􀁾􀁾􀀺􀀵 􀀷􀁊􀀱􀁾􀁾􀀴􀀬􀀬􀀽􀀭􀀯􀀭􀀭􀀭􀀺􀀭 William B. Maples, 􀁍􀁡􀁬􀁬􀁾􀁾􀁾􀁦􀀠AppfatSals
RRAPPS.SAM -01/24/95 TOTAL P.02 
January 12, 1995 To: Town of Addison From: Hobart I. Moses and James R. Cline MCM Company Subject: R. O. W. for proposed New Arapaho Road ( See Plat A attached ) We are prepared to accept
an offer of $ 600.000.00 for said R. O. W., providing the Town of Addison accepts the following conditions of sale: 1. We will apply for and want to be granted C-l Zoning for our 6.82
acreS. We understand this is no problem. 2. We need a letter from Carmen Moran and John Baumgartner that our preliminary site plan meets with their approval, and they will recommend
that it be accepted. 3. We will need curb cuts, left turn lanes, utility sleeves, water and sewer to the north side of New Addison Road. Our architect will furnish you with blueprints.
They will be available next week. Two left turn lanes off of New Arapaho Road will he provided. The median cut shown on Plat B will be moved 50 feet to the west and two left turn lanes
will be provided at that point. The stacking area will changed from 150 feet to 100 feet in order to provide for the left turn lane going westerly. 4. Town will agree to remove concrete
slabs and unloading ramp on property and concrete blocks from warehouse. MCM Company will remove the steel, roof, and office portion of the warehouse. 5. We plan to develop the southern
portion of our property as per the plan attached labeled Plat C. It will have two restaurants and a convenience store with gas pumps. If the Town has any objection to said plan we need
to know at this point in time. 6. Robart Moses and J. R. Cline will occupy warehouse and office at 4901 Arapaho until 30 days prior to commencement of construction of New Arapaho. 7.
If the Town agrees to these conditions we will have Our attorney draw up a contract for signing. 
Thank you very much for your consideration. Yours very truly, c 􀁾 c-) 􀀭􀀻􀀣􀁣􀁾􀀠 J. R. Cline cc: Carmen Moran 
RY I I , I J.E. Cline P.O.Ilo<' 􀁾􀁩􀀦􀁬􀁓􀀷􀀵􀁏􀁏􀀱 121<'_ 􀁆􀁁􀁘􀁾􀀠 \ I :t Quor'Ulm Drive , --1.--_. I -,)---" ,., 􀁾􀀠 A -D6" OZ' 41" If ,. 8If2.()' L -,:n.trr 708,S80 SO. FT.. (2.4887
AC,) __'. REMAINDER 􀁌􀀭􀀭􀀺􀀢􀀧􀀭􀀭􀁾􀁬􀀺􀀮􀀠* Dr <lr' 51" '" -li!!l'.J:!' 25" (2.8457 AC.) L-_---' R,. 778.0' l. ,. 129..!U' 72.],960 SO. T. If -7E7;.()# I. _ .J6.11· \ I . l:. O'T
.17' <I,. II t GJ1..51l' 􀁾"'loti I. I 1H.t:i'7 REMAINDER 
..-" 􀁾􀀠 􀁾􀀮􀀠􀀮􀀮􀀭􀀢􀁾􀀠 􀁾􀀠 􀁾􀀠 􀁾􀀠 􀀮􀀬􀀮􀀮􀁾􀀠 􀁾􀀯􀀠 􀁾􀀠 􀁾􀀠 , I •• \, . , I J ! -A 􀁾 'r 􀀮􀁾􀀠 I: , I :1 -I I· , •., I 1 ; I 'I . -I : ' i ! ., . 􀁾􀀠 • i 􀂷􀁡􀂫􀁾􀁩􀀠i
i f I, . 1 , I f i I ,1,· , . 1. Provide two left turn lanes into Northern and Southern portions of property. 2 • Move Median Cut 50 feet to the west. 3 • Stack areas 100 feet Plat B
instead of 150 feet. . , -, 1[11 -., , ILJ . I I ii' .1 !;1 i ! I ; ; l!! ; 􀁾􀀠 :,. : i j I' 􀁾􀀠 i ; 􀁾􀀠 ; .. I. : 
j 1 -1 I Plat C . --
January 12. 1995 To: To,," ..f A44i.<>11 Fram: 􀁂􀁯􀁢􀁡􀁾􀁴􀀠 I. Ko.". and James I. Cline HeM COllp.O)' Suh jeet' l. D. V. for propo.ed Hev Arapaho aoad ( See 'lat A attached ) Ve .re
prepared to aee"pt ad offer of $ 600.000.00 for .aid I. D. W., 􀁰􀁲􀁯􀁾􀁩􀁤􀁩􀁡􀁧􀀠 the To." of Addiaoll a"eepta 􀁾􀁨􀁥􀀠 followinC conditions of .alel 􀁾􀀠We will apply for aod ..ant
to be 􀁧􀁾􀁡􀁄􀁴􀁥􀁤􀀠e-l Zoning a for our 6.82 acre.. We 1104erataa4 thi. ia no 􀁾􀁖􀀬􀀬􀂷􀀠 proble",. 􀁾􀀠 􀁾 We need a tetter from CarmeD Horan and Jobo Baumgartner that our preliminar,
sLte plao 􀁾􀁥􀁥􀁴􀀮􀀠 vitI> their approval, and the, vill reeommelld that it be .""epted. ,..4I-<c."I J.. 3. We vill need curb euts, left 􀀺􀀺􀀺􀁾􀀮􀁮􀁥􀁦􀁴􀀮􀀠utility 􀁾􀀠􀀶􀀱􀁥􀁥􀁾􀁥
•• vater and sewer to tbe .ide of 􀁒􀁥􀁾􀀠 !lrrt.,.IvJAi..,iDdh Road. 011,. Itfcbitect will "'uhl! fOU .,hh I blueprint.. The, wilt be a.ailahl& ne¥t week. Tyo left turD lane. off af
􀁈􀁰􀁾􀀠Arapaho Road will be prov!ded. Tbe median 􀁾􀁵􀁴􀀠 Ibovn on Plat I will he moved 50 feet feet to tb. vest and tvo left turn lane. vill ,,,. " ..".,illed .t: tbat po illI: • Tile
stackins nell vil1 ebaused from ISO feet to too feet in order t" pro'l1d8 for tbe left turn lane goinl wcaterl,. 5. We plan to develop the .outhern porti"D of our propertf •• peT 􀁴􀁢􀁾􀀠plan
attacbed labelell flat e. tt will ha•• tva 􀁲􀁥􀁾􀁴􀁡􀁵􀁲􀁡􀁮􀁴􀀮􀀠 aud • 􀁾􀁯􀁮􀁶􀁥􀁯􀁩􀁥􀁦􀁴􀁥􀁥􀀠 .tore vith ga. pumps. If tbe Town hIS an1 ohJection to ••id plan we need to knov
at till. point ill time. Hobart Hoae6 and J. R. ellae will octup, warebouse and "ffiee It 4901 Arapabo until 30 doy. prJ"r to commene••ent of 􀁣􀀶􀁾􀀮􀁴􀁾􀁵􀁣􀁴􀁩􀁯􀁮􀀠of Rev A%a,abo.
1. If the 'IOVft Aly*el to th.,e eon4itlou. we wLll have our .ttor»@y 􀁤􀁾􀁡􀁶􀀠up a 􀁣􀁯􀁾􀁴􀁴􀀮􀁣􀁴􀀠 for &iaain&. 􀀳􀀱􀁾􀁌􀁓􀀳􀀠􀁾􀀳􀁾􀀯􀀹􀁎􀁉􀁎􀁎􀁾􀀱􀁤􀀠
£0'd ltilOl '􀁔􀁨􀁾􀁾􀁫􀀠 you 􀁶􀁥􀁾􀀬􀀠mueh for youreonoideration. Your. 􀁶􀁾􀁲􀁹􀀠truly. 􀁃.....􀀭􀁾􀀭􀀭􀁾􀁃􀀠􀀩= J. It. Cli"., m'd 3l.tllS3 ltJ3<j/9NINNI:lld 
M E M 0 RAN DUM August 2, 1994 To: Ron Whitehead From: J. B. Cline Enclosed 􀁩􀁾􀀠the offer you requested, thanks for the opportunity to quote. Hobart and I will be out of the Town for
the nekt six weeks, however I can be reached at the following phone number: August 6th to 27th 303-259-4402 Hobart can be reached at: 303-247-5592 If need be, we can fly back to Dallas
if given a few days notice. The above numbers are in Durango Colorado. When I leave Durango on August 28th I will be visiting friends in Idaho and from there we plan to go to Glacier
National Park. You also can reach us by calling our office in Addison 239-3771 and leaving a message on the Answering Machine. A secretary picks up our messages daily. The conditions
I referred to in the offering letter, include curb cuts, utilities, tap and sleeves for utilities, medium cuts, variances on landscaping as land is restricted, quick approval and construction,
zoning for restaurants. etc. We will remOve warehouse and leave slab and prefer to occupy said warehouse and office until construction commences. I will call John BaUmgartner on August
10th in order to find out the Council's reaction. Thanks again for the consideration. J. B. Cline cc: John Baumgartner 
MCM Company dba Moses and Cline P.O. Box 8 Addison TX 75001 Phone: 214-239-3771 FAX: 214-239-3773 Town of Addison August 2, 1994 P.O. Box 144 Addison Tx 75001 Attn: Ron Whitehead Dear
Ron: As per your request, We are pleased to offer for sale the following property we own. It is located at the Northwest corner of Quorum Drive and Arapaho in Addison. As per the attached
survey we are quoting three different parcels at three different prices. You will find attached a plat that is labeled A, B, and C. We are pleased to offer this to you, subject to prior
sale, at the following .prices: Parcel A -2.4881 Acres 108,380 Square Feet Parcel B -1.3975 Acres -60,873 Square Feet Parcel C -2.8457 Acres -123,960 Square Feet Parcel B Only 60,873
X $12.00 ft = $ 730,476.00 Parcel A & B 169,253 X $10.00 ft = $ 1,692,530.00 Parcel A-B-C 293,213 X $ 8.50 ft = $ 2,492,310.00 There are certain conditions that should be a part of the
contract, which we can discuss at some future date. You are aware of most of them as most transactions have such st ipu lat ions. Thank you very much for the opportunity to offer this
land to you, as we feel it is one of the prime corners left in Addison. It should appreciate in 􀁾􀁡􀁬􀁵􀁥􀀠faster than land to the North. 􀁾􀁶􀀺􀀻􀀻􀁲􀁕􀁬􀁙􀀬􀀠 􀁌􀀭􀀭􀁥􀀿􀁾􀀠c 􀁾􀀭􀀭
MCM Company J. B. Cline ee: John Baumgartner 
G·'t! ,! MOSES & CUNE RY I .... ARAPAHO ROAD el'l" R.O.W J.B. Cline 􀁾􀀠 '! 1.-; 􀀬􀁾􀀠 􀁾􀀠 P.O. &ox 8 AI:IC/I!tJen. Tu:as7S001 (214) 23lkm1 FAX 23903773 . lJ. -08" 02' .ff· R -1ili"2.0·
" -􀁴􀁬􀀡􀁴􀁾􀁑􀀳􀀧􀀠 6s,;r' 􀀮􀁾􀀠 " Parcel A 708,380 So. FT. (24887 AC.) REMAINDER 􀁾􀁍􀀠Or3T]" R .. 611.50# l .. 􀀸􀀱􀀮􀁴􀁉􀀨􀀮􀁔􀁾􀀠 " Parcel C' 􀁾􀀠-01" .12' 2$" R -778.{)' 723,960
So. r!! (2.8457 AC.) 1. .. 129.501' REMAINDER !4'.$:hif" '" 􀁉􀀡􀀡􀁊􀀬􀁉􀁾􀀧􀀠 ... If,J.yr 􀁾􀀠 il 􀁾􀀣􀀧􀀠 II .JS s.r 13" E 2'1. 18' A -OS"" 21' 4G" .rr _ 8&2.0· L -80.66' ....􀁾􀀠
􀁾 .. 'or Jr' ",,' R j,. &.11• .50' 􀁾"'oW /. 4r /MO?" 271>"" t.. ::RI li "0 " II 55"" 111;"1. zur; 
June 24, 1994 Mr. Tom Ryden Assistant Director PUBLIC WORKS DEPARTMENT (214) 4S0-21171 Post Office Box 144 Addison. Texas 75001 16801 WestGl'0ve Bus Project Development Dallas Area Rapid
Transit P.O. Box 66013 Dallas, Texas 75266-7212· Re: Arapaho Road DART-LAP Allocation Dear Tom: As we have discussed, the town of Addison wishes to utilize its DART-LAP funds on our
Arapaho realignment/extension project. Addison's single most important mobility need is relief to the congestion on Belt Line Road which adversely affects the transit operations. We
have studied several alternatives for relieving the congestion. The Arapaho Road realignment lextension is clearly the most advantageous from a cost standpoint and the impact the improvements
would have on adjacent properties. Reducing the congestion on Belt Line Road can be accomplished by one of two ways, increasing the capacity of the roadway or reducing the number of
vehicles using the roadway. The three methods to increase the capacity are signal/intersection improvements, grade separated intersections, and additional through lanes. The Town is
in the process ofinitiating improvement projects at the major intersections on Belt Line Road. These improvements include new signals and additional right and left turn lanes. The Town
feels that capacity of Belt Line Road will have been maximized with the completion of these intersection improvements. Grade separated intersections and additional through lanes on Belt
Line Road are unacceptable options from a cost standpoint, and the impact the improvements would have on the adjacent properties. Both options would require the acquisition of large
amounts of right-of-way. In almost all cases, the needed right-of-way is presently used as a landscape buffer and for parking areas. Unfortunately, the space does not exist between the
existing buildings and the roadway to relocate the landscaping and parking areas. The Town has high standards and prides itself on the landscaping that accents the streets and businesses.
The elimination of the greenspace between the roadway and businesses is unacceptable. Parking for most of the businesses and restaurants along Belt Line Road is already a precious commodity.
The elimination of parking areas would likely cause the Town to pay damages in addition to the cost of the land to many of the businesses. In some instances the taking would require
the Town to acquire the entire parcel. and improvements. The cost of the right-of-way would be several times more than the cost of the improvements. Belt Line Road is the center of the
Town's commerce. The goal of any project that Addison would support must be to enhance and benefit the adjacent properties and businesses, not to harm them. The addition of lanes or
the construction of grade separated intersections would eliminate many businesses. The improvements would also destroy the aesthetic aspects of Belt Line Road that distinguishes it from
the extensions of the road in the adjoining cities. 
Page Two Tom Ryden June 22, 1994 The Arapaho Road Project does present an option that will reduce !he number of cars on Belt Line Road. Arapaho Road when completed to Marsh Lane will
provide an alternate east-west route norlh of Belt Line Road. It will provide ano!her route for !hose traveling to !he ToIIway aod !hose circulating wi!hin Addison. Arapaho will also
provide easy access to !he proposed DART Addison Transit Center for !hose living in Addison, Farmers Branch, and Carrollton. Attached is a report prepared by Barton-Aschman & Associates
!hat supports !he project and identifies !he benefits realize by !he transit vehicles. The Arapaho Road realignmentlextension is planned in !hree phases; Phase I Dallas Norlh Tollway
to Addison Road Phase II Addison Road to Midway Road Phase III Midway Road to Marsh Lane We have retained Huitt-Zollars, Inc. to design phase 1. Design will start shortly. DART has approved
$1,058,000 in LAP funding for half of phase I, from !he Dallas Norlh Tollway to Quorum Drive. Attached is an application for $1,200,000 of DART-LAP funding for !he remainder of phase
I, from Quorum Drive to Addison Road. It is our understanding !hat !he $1,200,000 is !he unprogrammed amount of our LAP allocation. We are also requesting DART to approve !he use of
our DART-LAP allocations for fiseal years 1995 & 1996 to partially fund !he second and !hird phases of !he Arapaho Project. The estimated construction and right-of-way costs for phases
two aod ihree total approximately $ll,OOO,OOO. Assuming Addison's 1995 and 1996 LAP allocations total approximately $1,800,000, Addison will still be required to fund approximately $9,200,000,
or 83% of the entire project, ihrough bonds, landowner dedications, aod other grants. We are continuing to obtain right-of-way dedications as property along the route develops. In summary,
Addison feels the most cost efficient solution to reducing congestion on Belt Line Road is the rea1ignmentfextension of Arapaho Road to Marsh Lane. Arapaho Road will reduce the number
of Cars on Belt Line Road by providing an alternative east-west ronte. The reduced congestion will directly benefit the DART bus routes by reducing !he travel time on Belt Line Road.
Arapaho will also provide better access to the proposed Addison Transit Center. The use of DART-LAP funds for this project is justified by the benefits it provides those traveling on
Belt Line Road and the commuters using DART. If you have any questions or need additional information please call me. Sincerely, 􀁴􀀺 􀀱􀀵􀁾􀁾 i::>C# ohn Baumgartner, P. . Director of
Public Works DCN B::\RydeJI.hr 
----APPLICATION FOR LOCAL ASSISTANCE PROGRAM , IrYPE OF SUBMISSION (1 ) r1L Capital (C) '--Technical (T) _ Revision (A) APP' ...EGAL NAIIE (II) Town of Addison !ADDRESS P.O. Box 144
pity Addison (11 ) pounty Dallas (12) $Iate Texas (13 ) [Z4lCode 75001 (14 ) PROJECT TITLE (15) DATE SUBIIITI"ED (2) J:mlSl 2:!1., 􀀱􀀹􀁾􀀴􀀠 CATEGORY CODE (see reversal (3) ....L (4)
...l.4-(Ii) (6) _ (7 ) (8) -ORGANIZATIONAL UNIT (10) Town of Addison -Engineering Dept. CONTACT PERSON Name: John Baumgartner Telephol'lll: ( 214 I 450-2886 Arapafio"Rosd Extension,
from Quorum Drive to Addison Road PROJECT DESCRIPTION AND JUSTIFICATION (16) This project is an extension of the Arapabo Road realignment project. It is a continuatiog of phase I of
the extension of Arapaho Road from the Dallas North Tollway to Marsh Lane. See attached report from Barton -::: Aschman I!l Associates. Funding requested for engineering, and construction
costs, and right-of-way. DART Bus Route: 83 . PROPOSED PROJECT Start Dale June, 1994 (17) Ending Date March, 1996 (18) ESTIMATED FISCAL YEAR FUNDING 􀁾􀀢􀀠 S 11 Q\ City S 1201 Slale
$ /211 1 .oJ)al ill 1221 Olher S '23\ S 1 00.000 /241 TOTAl $ 11-00,000 II [251 SIGNATUC PTHORIZED 􀁒􀁅􀁾􀁒􀁁􀁓􀁅􀁎􀁔􀁁􀁔􀁉􀁖􀁅􀀠 􀀯􀁶􀁾􀀠 􀁦􀁴􀀭􀀭􀁲􀁌􀁾􀀠 IFOR OMIT USE ONLY /Dale To
DART Slaff ToTASC TASCAeview CONSTRUCTION COST DISTRIBUTION !Ii 110,000 1261 Rinhl-nf.Wav !Ii 500,000 1271 􀀮􀁾􀀮􀁬􀁍􀀠 s; 590,000 . /2 B \ OlhAf S r29\ Tolal S 1.::100.000 r 3 0 I TITLE
DATE SIGNED Director of Public Worki3.J 6/.24/94 Date To paD Committee paD Review Approved by paD 
BARTON-ASCHMA ASSOCIATES, INC. TECHNICAL MEMORANDUM To: John Baumgartner From: Gary Jost 􀁾􀀠 Karen George Date: May 27, 1994 Subject: Analysis of the Extension of Arapaho Road This
memorandum presents the findings of an evaluation of the extension of Arapaho Road in Addison, Texas. This study evaluates the benefits of the extension of Arapaho Road to DART service
in the area. BACKGROUND The following sections provide information on existing travel demand, altematives for enhancing east-west capacity, and existing transit routes. EXISTING TRAVEL
DEMAND Presently, the demand for east-west capacity is served predominantly by Belt Line Road. Three factors have resulted in a heavily traveled arterial with significant con!;jestion
during the peak hours: (1) The combination of continuity from 1·35E on the west to US 75 on the east, (2) a 􀁣􀁯􀁮􀁣􀁾􀁮􀁴􀁲􀁡􀁴􀁩􀁯􀁮􀀠of employment, retail, and residential centers
along its route, and (3) an interchange with the Dallas North Tollway (DNT). Recent traffic counts conducted along Belt Line Road in November 1994 revealed 24-hour volumes in excess
of 50,000 vehicles, well above the design capacity of the roadway. Traffic volumes have increased along the roadway at annual rate of over three percent (3%). ADDITIONAL EAST-WEST CAPACITY
PROJECTS The exis"ting roadway system is shown in Figure 1. There have been severa! alternatives discussed for providing additional east-west capacity within the Town. These alternatives,
as will as other transportation needs, were analyzed in December 1992, as part of the developl'(1ent of a comprehensive transportation plan to meet the existing and future needs of the
Town. This plan was adopted by the Town's Council in January, 1 993. In order to provide additional east-west capacity, the Thoroughfare Plan includes both the planned Keller Springs
Toll Tunnel and the extension of Arapaho Road from the DNT to Marsh Lane. Existing traffic volumes on Belt Line Road within the Town limits have prompted the [!!!..)jPARSONS . • 􀁔􀁒􀁁􀁎􀁓􀁐􀁏􀁾􀁔􀁁�
�􀁔􀁉􀁏􀁎􀀠G;::toup 
I , 􀁾􀀠 􀁾􀁾􀀠 '111 t.jUlln J ( I i I 􀁾􀀬 I ,;1 􀁾􀁉􀀠 .. $' 􀁾􀀠 • z' 􀁾􀀧􀁉􀀠 􀀧􀁰􀁾􀀧􀁡􀀠An_" i i E• 􀁾􀀠 "\11 "••or 􀁾􀀠 "• =• : .d. ..... ZCf) w OW a:: -I;j I-::J (ll <0 u:: a:
a: ,::J (!iCf) i:L::J Zm 00 Oz >-< < 3: 0 < 0 a: (!i 􀁾􀀠 ICf) X W 016 () .. 􀁾􀀠 C_---'"1_==;,;2:.':z
construction of additional turning lanes at several of Belt Line Road's major intersections. Projected traffic demand will necessitate improvements of Belt Line Road beyond the implementation
of additional turning lanes. The cost of improvements on Belt Line Road necessary to meet projected east-west demand would easily exceed the cost of Arapaho Road extension. Because of
this, as well as the impact to adjacent properties and aesthetic considerations, the Town elected not to proceed with the additional improvements of Belt Line Road. Figure 2 illustrates
the planned improvements in the area which were approved by Town Council. Keller Springs Keller Springs Road currently extends to the east and west from Addison Airport. Keller Springs
Road extends from the Airport past Preston Road to Campbell Road on the east side of the Airport. On the west, the road continues through Carrollton to 1-35E. Tunnelling under the Airport
has been identifi!ld as the only feasible way to connect the eastern and western sections of Keller Springs while maintaining Airport operations. Because of the substantial cost of such
a project, funding is proposed through tolls. A two-lane (one lane in each direction) tunnel with a $.50 toll is planned. At this time, the bonds for design and construction of this
facility are being sold. The planned Keller Springs Toll Tunnel chiefly links areas west of the Airport to the DNT. Arapaho Road Arapaho Road is a continuous six-lane divided arterial
from the DNT to US 75. West of the ONT, Arapaho intersects with Spectrum at a four-way stop, right angle intersection. The planned Arapaho extension would extend Arapaho as a four-lane
divided arterial west from the ONT to . Marsh Lane. The extension of Arapaho is scheduled to occur in three phases. The first phase, the realignment of Arapaho from DNT to Addison, was
recently let for design. The second phase, extending Arapaho from Addison to Midway is planned for letting within the next three to four years. The third phase, extending Arapaho from
Midway to Marsh is planned within the next five to ten years. The realignment and extension of Arapaho Road will serve as a relief facility for Belt Line Road and will provide a continuous
circulation route for adjacent land uses. EXISTING TRANSIT SERVICE Currently, several bus routes traverse the study area, including routes 83, 205, 333, 341, 363 and 400. Significant
transfer activity is made in the area of the existing Prestonwood Pulse Point on Prestonwood Boulevard. These transferring activities are scheduled to be relocated to a new Transfer
Center located north of the Cotton Belt Rail Line and west of Quorum Drive, just north of the proposed Arapaho Road alignment. The land acquisition process for the new transfer center
is currently underway. The existing bus routes in the study area and the proposed transfer center in are shown in Figure 1. BENEFITS OF EXTENDING ARAPAHO ROAD There are three primary
benefits to transit service resulting from the extension of Arapaho Road. These three benefits: level of service (LOS) improvement, decrease in delay, and increased continuity are discussed
below. 
.... Rd • t 􀁾􀀠 Not to Seal.. ......, 5 "; :> S9rinv v...,. Rd. <to eI'. 􀁾􀀬􀀣􀀠 FARMERS BRANCH FIGURE 2 PLANNED ROADWAY IMPROVEMENTS , ! t•":> I "'. DALLAS Proposed Transit Center
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀠 
LOS IMPROVEMENTS An Important element of the Thoroughfare Plan Development process was to provide necessary roadway capacity to meet existing and future travel demand within the Town.
The effective capacity of any particular roadway is dependent on several factors, including horizontal and vertical curvature, signal spacing, signal operation, and level of access control
to adjacent properties. Considering these elements, the North Central Texas Council of Governments has developed capacities for various roadway classifications for use in their transportation
planning efforts throughout the region. These planning capacities were used in determining the Town's Thoroughfare Plan. For Belt Line Road, as a six-lane divided, a daily capacity of
43,500 vehicles per day was assumed. LOS is a qualitative measure of identifying how effectively traffic is managed along a roadway link and is defined by categories A through F. A comparison
of volumes and LOS under different scenarios are shown in Table 1. Existing Count Count 54,199 F 1.25 41,054 E .95 Yr 2010 No-Build 61,000 F 1.40 41,000 E .94 Yr 2010 w/Arapaho 50,000
F 1.15 41,000 E .94 to Midway Rd Yr 2010 w/Arapaho 49,000 F' ,1.13 33,000 D .76 to Marsh Ln The Arapaho Road extension has a clear impact in reducing the projected growth of traffic
on Belt Line Road. This is important because the roadway is currently over capacity and additional growth will only increase the level of congestion. In the vicinity of Addison Road,
the Arapaho project will divert 11,000 to 12,000 vehicles per day from Belt Line Road resulting in a net improvement in LOS from the existing condition. Near Marsh Lane, the impact of
the Arapaho Road extension depends on whether the extension is completed to Marsh Lane. With a Marsh Lane connection, the model predicts a 20% net diversion of traffic from Belt Line
Road of about 8,000 vehicles per day with an expected improvement in the level of service. All of these reductions would have an appreciable positive impact on traffic congestion compared
to conditions without the Arapaho Road project. 
DECREASE IN DELAY The existing travel time on Belt Line Road from the DNT to Marsh Lane was obtained from Town staff. The noon peak travel time by intersection is shown in Table 2. The
average travel time between DNT and Marsh is 5 minutes and 52 seconds. The average speed obtained during the Noon peak over the last year is 25 miles per hour. Dallas Parkway -Quorum
48 sees 1 min 18 secs Quorum -Addison 1 min 2 secs .43 secs Addison -Beltway 33 secs 28 secs Beltway -Midway 1 min 5 secs 55 secs Midway -Runyon 31 secs 1 min 43 secs Runyon -Surveyor
20 secs 17 secs r -Commercial 17 secs 16 secs Commercial -Marsh 55 sees 32 secs TOTAL 5 min 31 secs 6 min 12 secs * From one intersection through the next Without the extension of Arapaho
Road, the volume on Belt Line Road will increase by about 7,000 vehicles per day or 700 vehicles per hour near Addison Road as shown in Table 1. This increase in traffic volume on Belt
Line Road wnl increase the travel time on Belt Line Road. The current cycle length is 120 seconds seconds (2 minutes) during all peaks. With the increase in volume, delay will also increase.
Buses and vehicles will likely have to wait more than one cycle before clearing major intersections. This would increase the delay by two minutes for each cycle missed and also decrease
the average travel speed. With Arapaho Road extended to Marsh Lane, the volume on Belt Line Road is substantially decreased (by approximately 10,000 vehicles per day), thus allowing
buses to travel on Belt Line Road with less delay and at higher speeds under projected conditions without the Arapaho Road project. ALTERNATE ROUTE The Arapaho Road extension will provide
additional opportunity for bus ridership as well as an alternative route for buses. Although there is currently not a large number of east-west bus routes servicing along 8elt Line Road,
the new Transfer Center, future rail service along the corridor, future development, and increases in transit usage all provide the ingredients for increased bus service in the area.
The The Arapaho Road extension offers an additional or alternative route for this increased service. Also, the proximity of the proposed Transfer Center to the Arapaho Road extension
will allow for a more direct and less congested route to the proposed Transfer Center. 
CONCLUSIONS Based on this evaluation, the following conclusions can be drawn. • The extension of Arapaho Road diverts traffic from Belt Line Road with associated increases in LOS and
decreases in delay. This effect will b.e beneficial to all traffic, including DART transit vehicles using Belt Line Road. • With the extension of Arapaho Road, DART buses will have a
more convenient and less congested alternative for existing and future routes; including a more direct route to the new Transfer Center. 
• II' ' •• •• •• II 111 II • I I I I I I .APPRAISAL CONSULTATION GROTTP 􀁾􀀠til r-, [2 \,\.5+7 l+., 􀁫􀀮􀁾􀀠t'SIlV1. ]1f.N rpIJJfI/e{J!;!MMARY AND 􀁃􀁾􀁎􀁃􀁌􀁕􀁓􀁉􀁏􀁎􀁓􀀠(PRELIMINARy)
SUBJECT PROPERTY: PROPERTY LOCATION: PROPERTY RIGHTS APPRAISED: SITE AREA: Right-of-Way Remainder IMPROVEMENT DATA: Size Yr. Built/Condition PARTIAL ACQUISmON ZONING: HIGHEST AND BEST
USE: As Vacant As Improved ASSESSED' VALUE: VALUATION DATE: Scenario II -Arapaho Road Realignment Owner -ABP Investments III, Ltd. NEC Arapaho Road and Addison Road, Addison, Texas Mapsco
D-14-C Fee Simple (Partial Acquisition) 2.2232 Acres (Whole Property) 0.7932 Acres (Partial Acquisition) -;t.I;I)'5'L 􀀨􀁾􀀬􀁦􀁦􀀬􀀠 1.4300 Acres Office/Warehouse, Office, Retail 35,248
SF, 9,514 SF, 2,585 SF 1965-79/Fair, 1985/Good, 1985/Good Triangular area in the southeast corner of the tract, including all of the Arapaho Road frontage, with a depth of 182.24 feet
along the eastern site boundary and 29.20 feet along Addison Road PD-84-103 & C-1 (Commercial) Commercial use Continue office and retail uses; interim industrial use Land Improvements
Total June 22, 1994 ESTIMATES OF VALUE -WHOLE PROPERTY: Cost Approach (Retail/Office Improvements) Sales Comparison Approach Income Approach Interim Use Value (Industrial) DETERMINA,TION
OF COMPENSATION: Market Value of Whole Property Value of Remainder Before Value of Remainder After Value of Damages Cost to Cure Market Value of Part Taken Total Compensation for the
Acquisition $ 450,870 ($4.66/SF) 905,620 $1,356,490 $ 2,554,435 $ 1,380,000 $ 970,000 NA $ 204,435 $ 2,554,435 $ 1,799,650 $ 1,541,150 $ 258,500 $ 55,360 $ 􀀷􀀵􀀴􀀬􀀷􀁾􀀠 $ 1,068,645
All values stated above are subject to the Assumptions and Limiting Conditions included in this report. Preliminary findings based on plans provided as of 6/22/94. 
􀁾􀀠 I ! ! i ,. .. II III 
I ANALYSIS OF PROPOSED ACQUISITION -SCENARIO II (RIGHT TURN LANE) I The proposed acquisition is a triangular area consisting of 0.7932 acres (34,552 SF) of land located in the southeastern
comer of the whole property. It includes all of the Arapaho I Road frontage, with a depth of 182.24 feet along the eastern site boundary and 29.20 feet • along Addison Road (the western
property line). Due to the unique size and shape characteristics, the proposed acquisition has no potential • for independent utility separate from the whole property and the highest
and best use of this parcel is as part of the whole property. Since the land of the proposed acquisition is not a • viable economic unit because of its unique size and shape, a value
estimate carrnot be supported by a direct comparison by comparable land sales in the market. As a result, the land value of the proposed acquisition will be valued as a part of the whole
property, which was $10.00/SF. I As discussed previously, the subject site is improved with a combination of improvements I including a convenience store that is attached to a three-story
office building, which are located on the western portion of the property at the northeast comer of Arapaho Road and I Addison Road, and four industrial buildings that house a light
manufacturing process located on the eastern portion of the tract. Fuel sales are part of the convenience store business, with a pump island located near the southwest comer of the tract,
and underground fuel I storage tanks located to the south of the office building in its drive and parking area. These underground fuel storage tanks and associated underground piping
and are located in the I proposed acquisition area. Above ground improvements include part of the concrete and asphalt paved drive and parking areas, landscaping located along Arapaho
Road, and parts I of three of the industrial buildings. The office parking spaces include brick pavers resting on a 6" concrete base. The professionally installed landscaping includes
oak trees, crape myrtles, junipers (as well as other plants), grass, edging, underground ,irrigation and an ornamental light standard with five globes. e I As a result of the proposed
acquisition, a majority of the two largest buildings will be lost due to the project. Considering the shape and size of the remaining buildings after the I acquisition, they will be
left unusable and are considered to be a total loss to the owner. Although not all of the fuel-related equipment is located within the proposed acquisition I area, the loss of those
items that are located within the proposed ROW will render the I remaining items useless. The items included in this category include the dispensers and protective canopy, signage, miscellaneous
electronic monitoring equipment, above and below-ground mechanical equipment, emergency stop button and intercom. The loss of these items that are located outside of the acquisition
area, but rendered useless as a result I I 45 
I Analysis of Proposed ACQIlisition. Cont'd. I of the loss of associated items located ' within the acquisition area, are recognized in this section of the report. I There appears to
be adequate area on the subject parcel to allow relocation of the lost offstreet parking spaces on the east side of the office building, after the removal of the I I industrial buildings.
Additionally, complimentary landscaping can be reestablished along the Arapaho Road frontage to the south, and added to the east of the office. The multi-story building was constructed
with a brick veneer exterior wall along its east side in anticipation , of the future removal of the adjacent industrial building and the exposure of that side. Therefore, it is not
necessary to cover the existing exterior wall with brick; however, upon I relocation of the parking spaces, building access will be less conveIiient since the only points of access are
located along the south and north sides. In order to maintain the same utility I of the building after the project as before, it is necessary to provide a doorway in the east wall. Since
no windows are located in the east wall on the second and third level, which are I already exposed, it is not necessary to provide windows on the ground floor. I We have redesigned the
site plan in order to provide the property owner with 16 off-street parking spaces, which would replace the 8 spaces that are located along the Arapaho Road frontage, and the spaces
located adjacent to the south side of the building that may be too I close to the new ROW to be useable. As a result, they have the same number of parking spaces after the project as
they had before. Relocation of the parking spaces will require I some ground preparation and paving. Construction of a new doorway in the east wall will I require demolition, remodeling,
reconstruction, and installation of the door and a protective canopy, similar to the south entrance. This plan is believed to be capable of maintaining the utility of the building. This
cost will be be recognized in the Analysis of Remainder After Taking section of this report. I Based on the preceding analysis of the value of the interim income to the industrial I
improvements, that value is $204,435. Our analysis assumes that the city will be allowed I access to the remainder of the whole property to demolish the portion of the Office/warehouse
that is not located within the acquisition area. The cost of demolition and removal of debris will be borne by the city. I The value of the proposed right-of-way area and associated
improvements can be calculated as follows: I I I 46 
I II I I I I Analysis of Proposed & .. ,.isition. Cont'd, PART TAKEN Land Area Structures (Interim Income) Fuel-Related Equipment Paving Landscaping Total 34,552 SF @$lO.OO/SF = $ 345,520
$ 204,435 $ 153,890 $ 45,940 $ 5.000 $ 754,785 The preceding cost estimates have been obtained from the Marshall Valuation Service published by the Marshall & Swift Publication Company,
and interviews of local contractors. Considering all components contributing value to the proposed acquisition, its market value and depreciated cost are estimated as follows. MARKET
VALUE OF TIlE PROPOSED ACQUISmON I Value of the Land Value of the Improvements TOTAL VALUE I I I I I I I I I I I 47 $ 345,520 409.265 $ 754,785 
􀁾􀁇􀁲􀁵􀁥 Ie, MAl, SRA APPRAISAL CONSULTATION GROUP 3003 Carlisle Street, Suite 112 Dallas, Texas 75204 (214) 979-0060 March 4, 1994 Mr. David C. Nighswonger, P.E. Town of Addison 16801
Westgrove Drive P.O. Box 144 Addison, TX 75001 RE: Our meeting of 2/25/94 Dear David: This is just a note to let you know that both Rusty and I enjoyed meeting with you last week. As
a point of interest you may want to know about a professional organization which has a local chapter. The International Right-of-Way Association (IRWA) is made up of engineers, appraisers,
lawyers and other real estate professionals. It might be a good group to become familiar with as you develop your network of contacts for upcoming projects. If you have any interest
just let me know. Best Regards, 
􀁾􀁱􀁵􀁉􀁥􀁲􀀬􀀠@senbmtgq & 􀁾􀁬􀁉􀁵􀀬􀁩􀁡􀁴􀁥􀁬􀁬􀀠 Reai Estate Counseling Group Appraisers -Consultants Brian E. Sbuler, MAl Charles L. Osenhaugh, MAl, SBA, ABA February 28, 1994 John
Baumgartner, P. E. Director of Public Works Town of Addison 16801 Westgrove Dr. P. O. Box 144 Addison, Texas 75001 Dear Mr. Baumgartner: It was a pleasure meeting with you and David
last Friday. As you requested, enclosed is a sample copy of an appraisal report for condemnation purposes. Also, the following is a few of the attorneys and clients that we have worked
with recently. Feel free to give these individuals a call regarding our past work history. Richard G. Rogers Rogers & Wright, p.e. 520-3800 William B. Steele, III Locke Purnell Rain
Harrell 740-8492 Jim Griffin Texas Turnpike Authority 522-6200 If you have any further questions, do not hesitate to contact me. Sincerely, 􀁴􀀳􀁾􀁦􀀮􀀮􀁾􀀠 Brian E. Shuler, MAl cc:
David Nighswonger 740 E. Campbell Road. Suite 980 • Richardson, Texas 75081 • 214/644·8954 • FAX 214/644-9
610 .J.PPRAISAL CONSULTATION GR... JP 3003 Carlisle Street, Suite 112 Dallas, Texas 75204 (214) 979..(J()6(J BUSINESS REFERENCES for APPRAISAL CONSULTATION GROUP ATTORNEYS: Mr. Ed Snyder
City of Plano 1520 Avenue K P.O. Box 860358 Plano, TX 15086 (214) 518-1125 Mr. Andrew T. Fifield Attorney at Law Sifford & Anderson 6300 NationsBank Plaza 901 Main Dallas, TX 15202 (214)
142-1200 RIGHT OF WAY: Mr. Maurice Holloway· Right-of-Way Agent City of Plano 1520 Avenue K Plano, TX 15086-0358 (214) 518-1152 Ms. Chris Harrington Right-of-Way Agent City of Farmers
Branch P.O. Box 819010 Farmers Branch, TX 15381-9010 (214) 241-3131 OTHER CLIENTS INCLUDE: Texas Department of Transportation Dallas County City of Dallas North Richland Hills City of
Grapevine Mr. Tino Ramirez Ramirez & Associates, P.C. Sternrnons Place 2111 Sternrnons Freeway, Ste. 933 Dallas, TX 15201-2221 (214) 631-0933 Mr. John Howell Right-of-Way Agent City
of Carrollton 1945 Jackson Road Carrollton, TX 15011-0535 (214) 466-3200 Mr. Doug Janeway Right-of-of-Way Agent City of Irving 825 W. Irving Blvd. Irving, TX 15015-2288 (214) 121-2611
Trinity River Authority Southwest Bell Telephone TV Electric DART 
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Addressee's Address {Only jf requested.:.:: 􀁾􀁴􀀻 􀁾􀀠 and fee is paid) i a: 6. ignatur. IAgent1 . f3. 􀁾􀀠􀁾􀀠 􀁾􀀧􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
.; PS Form 3811. December 1991 ..u.S.GPO,,_ DOMESTIC RETURN RECEIPT 
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