, 'I", FIELD NOTE DESCRIPTION SUB SURFACE AREA A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBIT 3 Being
195,683 square feet or 4.492 acres out of a called 365.34 acre tract as conveyed to the City ofAddison, by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas,
said called 365.34 acre !raet being out ofthe Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more particular
described as follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates of N 7,038,355.36-E 2,478,877.80 NADS3 and USC&GS Statinn "Airport Beacon", with coordinates ofN
7,039,062.68-E 2,478,167.73 NADS3) BEGINNING, at a set 5/S" iron rod on the Easterly line ofDooley Road (width varies), said iron rod being S56°37'15"E, a distance of 64.79 feet from
the Northerly cut-back comer at the northeast comer of the intersection ofsaid Dooley Road with Keller Springs Road (50 feet wide); THENCE, NOo043'S2'W, departing the Easterly line ofsaid
Dooley Road, a distance of 18.61 feet to a point for comer; THENCE, NS9°16'OS"E, a distance of 174.25 feet to a point for comer at the beginning of a tangent curve to the right, said
curve having a radius of 1763.00 feet; THENCE, continuing along said curve to the right, having a central angle of 05°47'20", a chord bearing of SS7°50'12"E, a chord distance of 178.05
feet, and an arc distance of 178.13 feet Ie a point oftangency; THENCE, SS4°56'32"E, a distance ofl,301.25 feet Ie a point for comer; THENCE, S05°03'2S"W, a distance of 126.00 feet to
a point for corner; THENCE, N84°56'32" W, a distance of 1,301.25 feet to a point for comer at the beginning of a tangent curve to the left having a radius of 1,637.00 feet; THENCE, continuing
along said curve to the left, having a central angle of 05°47'20", a chord bearing of N87°50'12"W, a chord distance of 165.33 feet, and an arc distance of 165.40 feetto the point of
tangency; THENCE, S89° 16'08"W, a distance of48.34 feet Ie a point for comer on the Easterly line of Dooley Road; THENCE, NOooI2'22"W, continuing along said Easterly line 92.32 feet
to a comer on the Northerly line of Dooley Road; THENCE, S89°42'54'W, continuing along said Northerly line ofDooley Road, a distance of 105.72 feet to a point for comer; 
THENCE, N56°37'15 "W, continuing along the Northerly line ofDooley Road, a distance of 25.41 feet to the POINf OF BEGINNING, and containing 195,683 square feet or 4.492 acres in the
metes and bounds recited. This is to certiJY that the above description was prepared from an on the ground survey conducted under my supervisinn. 􀀭􀀺􀀭􀀡􀁁􀁵􀀧􀀻􀀡􀀡􀀣􀀭􀁺􀁾􀁴􀀮􀁏􀁾􀀮􀀮􀁲􀁾􀁧􀁾􀀠"f/
/0/l'. 􀀮􀀻􀀿􀀼􀀿􀀮􀀮􀁾􀁾􀁾􀀮􀀮􀁑􀁾􀁑􀁾􀀽􀀭􀁟􀀠DATE: Ayub1: Sandhu, P.E.,RP.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ___ 
FIELD NOTE DESCRIPTION SURFACE RIGHT-OF WAY EASEMENT •A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBIT 4
Being 127,111 square fuel: or 2.918 acres out ofa called 365.34 acre tract as conveyed to the City of Addison bydeed reoordedin Vo1ume77010, Page 1391, Deed Records, Dallas County, Texas,
said called 365.34 acre tract being out of!he Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being more particularly
described as follows: (Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon" with coordinates ofN 7,039,062.68-E
2,478,167.73 NAD83); COMMENCING at a foond 5/8 inch iron rod at an eastern comer of said called 365.34 acre tract and on the Westerly line of Addison Road (width varies),said comer lying
on the apparent North line of said E. Cook Survey, sarne being !he apparent South line ofthe said Wm. Lomax Survey as called for in the said City of Addison deed, said comer also being
at the beginning of a curve to the left, said curve having a radius of 746.30 fuel, having a centra1 angle of00°07'43", a chord bearing ofS24°44'05"E, a chord distance of 1.67 feet;
THENCE, along said curve to the left and said Westerly line of Addison Road, an arc distance of 1.67 feet to a set 5/8 inch iron rod, a point for comer, said comer being the POINT OF
BEGINNING; THENCE, coutinuing along said curve to the left and said Westerly line of Addison Road, in a Southerly direction, an arc distance of 22.90 feet to a set 5/8" iron rod, the
point oftangency; THENCE, S26°33'25"E, coutinuing along the Westerly line ofsaid Addison Road, a distance of 34.05 feet to a set x-aJI: in concrete, a point for comer at the beginning
ofa tangent curve to the right having a radius of 686.30 feet; THENCE, continuing along !he Westerly line ofsaid Addison Road, along said curve to the right having a centra1 angle of03OJ7'2S",
a chord bearing ofS24°44'41ME, a chord distance of 43.41 feet, and an arc distance of43.41 feet to a set5/S" iron rod, a point for comer; THENCE, S69°09'04''W, departing the Westerly
line of said Addison Road, a distance of 1 08.70 feet to a found x-cut in concrete, a point for comer; THENCE, S63°42'OO''W, 87.24 feet to a set x-cut in concrete, a point for comer
at the beginning ofa nontangent curve to the right, said curve having a radius of610.17 feet; THENCE, along said curve to !he right, having a centra1 angle of03°02'43", a chord bearing
ofS7s051'24''W, a chord distance of 32.43 feet, and an arc distance of32.43 feet to a set x-cut in concrete, a point for corner; THENCE, S09°37'15"E, a distence of4.50 to set x-cut in
concrete, a point for comer at the beginning ofa non-tangent curve to the right, said curve having a radius of614.67 feet; THENCE, coutinuing along said curve to the right, having a
central angle 14°40'43", a chord bearing of 
SS7°43'07"W, a chord distance of IS7.04 feet, and an arc distance of IS7.47 feet to a set x--cut in concrete, at the point oftangency; mENCE, NS4°S6'32'W, a distance of 60,20 feet to
a set S/S" iron rod, a point fur comer; mENCE, NOso03'2S"E, a distance of 10,00 feet to a set 5/S" iron rod, a point for comer; mENCE, NS4°56'32'W, a distance of 126,00 feet to a set
x--cut on concrete, a point fur comer; mENCE, S05°03'2S'W, a distance of 11.00 feet, to a set x--cut on concrete, a point fur comer; mENCE, NS4°S6'32'W, a distance of274,00 feet to a
set x--cut on concrete, a point fur comer; mENCE, SOso03'2S'W, a distance ofS.GO feet to a set x--cut on concrete, a point for comer; mENCE, NS4°56'32'W, a distance of In.73 feet to
a set x--cut in concrete, a point fur comer; mENCE, NOso03'2S"E, a distance of 156.00 feet to a set x--cut in concrete, a point fur comer; mENCE, SS4°S6'32"E, a distance of In.73 feet
to set x--cut in concrete, a point fur comer; mENCE, S05°03'28'W, a distance of8.00 feet to set x--cut in concrete, a point for comer; THENCE, S84°56'32"E, a distance of274.00 feet to
a set x--cut in concrete, a point fur comer; mENCE, S05°03'28'W, a distance of 11 ,00 feet to a set x--cut in concrete, a point for comer; THENCE, SS4°S6'32"E, a distance of IS6.20 feet
to a set x--cut in concrete, a point at the beginning ofa tangent curve to the left having a radius of486.67 feet; THENCE, along said curve to the left, having a central angle of 02°42'31
", a chord that bears S86°17'48"E, 23.01 feet, and an arc distance of23,01 feet, to a set x--cut in concrete, a point fur comer; mENCE, S02°20'S6'W, a distance of4.50 feet to a set x--cut
in concrete, a point for comer, the beginning ofa non-tangent curve to the left having a radius of491 ,17 feet; mENCE, along said curve to the left, having a central angle of 14°04'12",
a chord that bears N85°18'SO"E, a chord distance of 120.31, and an arc length of 120,62 feet to a set x--cut in concrete, a point for comer; mENCE, SIl043'16"E, a distance of4.50 feet,
to a set x--cut in concrete, a pont fur comer; mENCE, N86°11 'S6"E, a distance ofS4.34 feet, to a set 5/8 inch iron rod, a pont for comer; mENCE, N6so46'01"E, a distance of 124.95 feet,
to a set SIS inch iron rod, a pont fur comer; THENCE, N20042'S6'W, a distance of8.82 feet, to a set S/8 inch iron rod, a pont for comer; THENCE, N69°09'04"E, a distance of2.1S feet to
the POINT OF BEGlNNlNG, and containing 127,111 
square feet or 2,918 acres in the metes and bounds recited, This is to certify that the above description was prepared from an on the ground survey conducted under my supervision. 􀁾􀁾;t.
􀁾􀀮,,-'b • DATE: II I!'1<J'h. Ayub R. Sandhu, P.E.,R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ___ 
FIELD NOTE DESCRIPTION PERMANENT SURFACE EASEMENT PSE-l A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXlllBIT5
Being 2,211 square feet or 0.051 acres outofa called 365.34 acre tract as conveyed to the City ofAddison, by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas,
said called 365.34 acre tract being out ofthe Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more particular
described as follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon", with coordinates ofN 7,039,062.68-E
2,478,167,73 NAD83) COMMENCING, at a set 5/8" iron rod on the Easterly line of Dooley Road (width varies), at the north comer of a comer-clip, at the northeast intersection of said Dooley
Road and Keller Springs Road (50 feet wide); THENCE, S56°37' 15''E, along the the Easterly line of said Dooley Road, 40.96 feet to a point for comer; THENCE, S89°16'08''E, departing
the Easterly line of said Dooley Road, a distance of 19.13 feet to the POINT OF BEGINNING; THENCE, NOo043'52''W, a distance of5.25 feet to a point for comer; THENCE, N89° 16'08 "E, II
distance of 174.25 feet to a point for comer; THENCE, SOoo43'52"E, a distance of 13.00 feet to II point for comer; THENCE, 􀁓􀀸􀁾􀀱􀀶􀀧􀀰􀀸􀀢􀁗􀀬􀀠a distance of 167.25 feet to a point
for comer; THENCE, NOoo43'52"W, adistance of 7.75 feet to a point for comer; THENCE, 􀁓􀀸􀁾􀀱􀀶􀀧􀁏􀁧􀀢􀁗􀀬􀀠a distance of 7.00 feet to the POINT OF BEGINNING, containing 2,211 square
feet, Of 0.051 acres in the metes and bounds recited. This is to certify that the above description was prepared from an on the ground survey conducted under my supervision. 􀀭􀀺􀀭􀁔􀁾􀁾􀀻􀀽􀀭􀀭􀀺􀀺�
�􀀭􀀭􀀬􀁊􀀯􀀡􀀮􀁾􀀬􀀭􀀻􀀺􀀭􀀬􀀻􀁾􀀺􀀺􀀭􀀺􀀭􀀭􀀺􀀺􀀺􀀭....􀁟􀁾􀀮􀁩􀀩􀁟􀁄___ DATE: ., //01 'Jtf:,.Ayu6ilandilU, 􀁐􀀮􀁅􀁾􀀬􀁒􀀮􀁐􀀮􀁌􀀮􀁳􀀮􀀠Texas Surveyor Registration No. 29 \0 Approval:
Texas Turnpike Authority ____ , 
FIELD NOTE DESCRIPTION PERMANENT SURFACE EASEMENT PSE-2 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACf 792 E. COOK SURVEY, ABSTRACf 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBIT
5 Being 628 square feet or 0.0 14 acres out ofacalled 365.34 acre tract as conveyed to the City ofAddison, by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas COWlty, Texas,
said called 365.34 acre tract being out of the Wm Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, aU in the City ofAddison, Dallas COWlty, Texas and being more particular
described as follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon", with coordinates ofN 7,039,062.68-E2,47
8,167,73 NAD83) COMMENCING, at the Southerly cut-back corner at the northeast comer ofthe intersection ofDooley Road (width varies) with Keller Springs Road (50 feet wide); THENCE, Easterly
and Southerly along the Easterly ROW line ofsaid Dooley Road as follows: N89°42'54"E, a distance of 105.72 feet to a point; SOO·12'22"E, a distance of79.31 feet to the POINT OF BEGINNING
ofthe tract herein described: THENCE, N89°16'08"E, leaving said Easterly ROW line of Dooley Road, 48.22 feet to a poirit for comer; THENCE, Sooo43'52"E, a distance of 13.00 feet to a
point for corner; THENCE, S89°16'08"W, a distance of 48.34 feet to a point for comer on said Easterly ROW line of Dooley Road; THENCE, NOooI2'22''W, a distance of 13.00 feet, along said
Easterly ROW line of Dooley Road, to the POINT OF BEGINNING, and containing 628 square feet, or 0.014 acres in the metes and boWlds recited. This is to certifY that the above description
was prepared from an on the ground survey conducted under my supervision. 􀁁􀀮􀀬􀁾􀀠K 􀁾􀀽􀀽􀀭􀀭DATE: "'/11<>11((:' Ayub R7aliu, P.E.,R.P:L.S. . Texas Surveyor Registration No. 2910
Approval: Texas Turnpike Authority ____ 
FIELD NOTE DESCRIPTION TEMPORARY EASEMENT A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHffilT6 Being 16,516
square filet or 0.379 acres out ofa called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas, said
called 36S.34 acre tract being out ofthe Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more particularly
described as follows: (Bearings based on USC&GS Station "ARP 1966" with conrdinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "AUport Beacon" with conrdinates ofN 7,039,062.68-E
2,478,167.73 NAD83) BEGINNING. at a set 5/8" iron rod on the Easterly line ofDooley Road (width varies), at the north comer ofa comer-clip, at the northeast intersection ofsaid Dooley
Road and Keller Springs Road (50 feet wide); THENCE, NOoo21'S9''W, along said Easterly line of Dooley Road, 242.40 feet to a set S/8 inch iron rod, a point for comer •at the beginning
ofa non-tangeut curve to the left having a radius of247.63 feet; THENCE, leaving said Easterly line ofDooley Road, along said curve to the left having a ceutral angle of 48°02'24", a
chord bearing ofS24°23'1l"E, a chord distance of201.60 feet, and an arc distance of207.63 feet to a set 5/8 inch iron rod, a point for comer at the beginning of a tangent curve to the
right having a radius of 309.17 feet; THENCE, along said curve to the right baving a central angle of24°5S'0 I ", a chord bearing of S35°56'52"E, a chord distance of 133.39 filet, and
an arc distance of 134.45 feet to a set 518 inch iron rod, a point for comer on said Easterly line ofDooley Road; THENCE, along said Easterly line of Dooley Road, S89°42'S4"W, a distance
of84.68 feet to a set 5/8 inch iron rod, a point for comer; THENCE, continuing along said Easterly line of Dooley Road, N56°37'15"W, a distance of 90.20 feet to the POINT OF BEGINNING,
and containing 16,516 square feet or 0.379 acres in the metes and bOWlds recited. This is to certify that the above description was prepared from an on the ground survey conducted Wlder
my supervision. 􀁴􀁩􀁦􀁾􀀠;e.. r-... ro DATE: /I 11-1,/6 Ayub Sandhu, P.E.,RP.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ 
FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCfION EASEMENT NO.1 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACf 792 E. COOK SURVEY, ABSTRACf 326 ADDISON, DALLAS COUNTY, TEXAS EXlUBIT8
Being 68,911 square fuet or 1.582 acres out ofa called 365.34 acre tract as couveyed to the City ofAddison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas,
said called 365.34 acre tract being out of the Wm Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more particularly
described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates of N 7,038,355.36-E 2,478,877.80 NAD 83 and USC&GS Station "Airport Beacon" with coordinates ofN 7,039,062.68-E
2,478,167.73 NAD 83) COMMENCING at a S/8" iron rod found in the south line of the Wm. Lomax Survey, said point being in the westerly right-ofway (ROW) line ofAddison Road and being at
the beginning of a curve to the left having a radins of746.30 feet; THENCE along the westerly ROW line ofAddison Road as follows: Southerly along said curve to the left, a central angle
of01°53'1 I", a chord bearing ofS 25°36'50" E, a chord distance of24.57 feet, and an arc distance of 24.57 feet to the point of tangency; S 26°33'2S" E, a distance of34.0S feet to the
beginning of a curve to the right having a radius of686.30 feet; Southerly along said curve to the right having a central angle of 03°37'28", a chord bearing ofS 24"44'41" E, a chord
distance of 43.41 feet, and an arc distance of43.41 feet to a point in the proposed southerly ROW line of Keller Springs Road; THENCE along the southerly ROW line of Keller Springs Road
as follows: S 69"09'04" W, a distance of 108.70 feet; S 63°42'00" W, a distance of 87.24 feet to the beginningofa non-tangent curve to the right having a radius of 610.17 feet; . Southwesterly
along said curve to the right having a central angle of 03"02'43", a chord bearing of S 78°S1'24" W, a chord distance of 32.43 feet, and an arc distance of32.43 feet to a point; S 09°37'IS"
E, a distance of4.50 feet to the beginning ofa non-tangent curve to the right having aradius of 614.67 feet; Westerly along said curve to the right having a central angle of 14°40'43",
a chord bearing of S 87°43'07" W, a chord distance of IS7.04 feet, and an arc distance oflS7.47 feet to the point of tangency; N 84°S6'32" W, a distance of33.S1 feet to the POINT OF
BEGINNING of the tract herein described described: THENCE S 69°01'00" W, a distance ofS31.48 feet to a point for a comer; THENCE N 21 °29'SS" W, a distance of 244.08 feet to a point
for a comer; THENCE N 84°S6'32" W, a distance of 17.77 feet to a point for a comer; THENCE N Oso03'28" E, a distance of6.00 feet to a point in the proposed southerly ROW line ofKeller
Springs Road; 
THENCE along the southerly ROW line of Keller Springs Road as follows: S 84°56'32" E, adistance of 177.73 feet to a point for acomer; N 05°03'28" E, a distance of 8.00 feet to a point
for a comer; S 84°56'32" E, a distance of274.00 feet to a point for a comer; N 05°03'28" E, a distance of 11.00 feet to a point for a comer; S 84°56'32" E, a distance of 126.00 feet
to a point for a comer; S 05°03'28" W, a distance of 10.00 feet to a point for a comer; S 84°56'32''E, a distance of26.69 feet to the POINT OF BEGINNING, containing 68,911 square feet,
or 1.582 acres ofland, more or less. . This is to certifY that the above description was prepared from an on the ground survey conducted under my sUpervision. 􀁾􀂣􀀮􀁾􀁦􀁢􀀠DATE: "1//6
/'!,-Ayub R. S dhu, P.E.,R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Texas TumpikeAuthority ____ 
FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT NO.2 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXIDBIT8
Being 3,400 square feet or 0.078 aeres out ofa called 365.34 acre tract as conveyed to the City ofAddison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas,
said called 36534 aere tract being out of the Wm Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being more particularly
described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,35536-E 2,478,877.80 NAD 83 and USC&GS Station "Airport Beacon" with coordinates of N 7,039,062.
68-E 2,478,167.73 NAD 83) COMMENCING at a 5/8" iron rod found in the south line ofthe Will. Lomax Survey, said point being in the weS1er1y right-of-way (ROW) line ofAddison Road and
being at the beginning of a curve to the left having a radius of 746.30 feet; THENCE, Southerly, along said ROW line and along said curve to the left having a central angle of 00°07'43",
a chord bearingofS 24°44'05" E, a chord distance of 1.67 feet, and an arc distance of 1.67 feet to a point in the proposed northerly ROW line ofKellcr Springs Road; THENCE, Southweslerly
and Weslerly along said northerly ROW line ofKeller Springs Road as follows: S 69°09'04" W, a distance of 2.15 feet to a point; S 20°42'56" E, a distance ofS.S2 feet to a point; S 68°46'01"
W, a distance of 124.95 feet to a point; S 86°11'56" W, a distance of46.07 feet to the POINT OF BEGINNING ofthe tract herein described: THENCE, continuing along said proposed northerly
ROW line ofKee1er Springs Road as follows: S 86°11'56" W, a distance of 8.27 feet to a point for comer; N 11°43'16" W, a distance of4.50 feet to a pointfor comer at the beginning ofa
curve to the right having a radius of49Ll7 feet; Weslerly, along said curve to the right having a central angle of 14°04'12", a chord bearing S 85°IS'50" W, a chord distance ofl20.31
feet, and an arc distance ofl20.62 feet to a point for a comer; N 02°20'56" E, a distance of4.50 feet to a point at the beginning of a curve to the right having a radius of 486. 67 feet;

Westerly, along said curve to the right having a central angle of 02°42'3 I", a chord bearing of N 86°17'48" W, a chord distance of23.01 feet, and an arc distance of23.01 feetto the
point of tangency; N 84°56'32" W, a distance of 186.20 feet to a point for a comer; THENCE, departing said proposed ROW line, N 05°03'28" E, a distance of 10.00 feet to a point for a
comer; THENCE, S 84°56'32" E, a distance of 186.20 feet to the beginning of a tangent curve to the left having a radius of476.67 feet; THENCE, Easterly, along said curve to the left
having a central angle of 02°42'31", a chord bearing of S 86°17'48" E, a chord distance of22.54 feet, and an arc distance of22.54 feet to a point for acomer; THENCE, S 02°20'56" W, a
distance of 4.50 feet to a point for a corner, said point being at the beginning ofa curve to the left having a radius of 481.17 feet; THENCE, Easterly, along said curve to the left
having a central angle of 15°00'54", a chord bearing N 84°50'29" E, a chord distance of 125.74 feet, and an arc distance of 126.10 feet to a point for a comer; THENCE, S 12°39'58" E,
a distance of 15.71 feet to the POINT OF BEGlNNlNG, containing 3,405 square feet, or 0.078 acres ofland, more or less. This is to certifY that the above description was prepared from
an on the ground survcy conducted under my supervision. AuuJ..::,.. j( 􀁾􀀠DATE: 1110 1,!l: Ayub 􀁒􀀺􀁓􀁫􀁤􀁨􀁾􀀬􀀠F.E.,RP.L.S. m.'--__ Texas Surveyor Registration No. 2910 Approval:
Texas Turnpike Authority ____ 􀁾... 
FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT NO.3 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBITS
Bcing4,902 square feet or 0.1l3 acres out of a called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volwne 770 I0, Page 1391, Deed Records, Dallas County,
Texas, said called 365.34 acre tract being out of the Wm Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and being more
particularly described as follows:(Bearings based on USC&GS Station "ARP 1966" with eoordinates of N 7,038,355.36-E 2,478,877.80 NAD 83 and USC&GS Station "Airport Beacon" \vith eoordinates
ofN 7,039,062.68-E 2,478,167.73 NAD 83) COMMENCING at a 518" iron rod found in the south line ofthe Wm. Lomax Survey, said point being in the westerly right-of-way (ROW) line of Addison
Road and being at the beginning ofa curve to the left having a radius of 746.30 feet; THENCE, Southerly, along said ROW line and along said curve to the left having a central angie of00"07'43",
a chord bearing ofS 24°44'05" E, a chord distance of 1.67 feet, and an arc distance of 1.67 feet to a point in the proposed northerly ROW line of Keller Springs Road; THENCE, Southwesterly
and Westerly along said northerly ROW line ofKeller Springs Road as follows: S 69°09'04" W, a distance of 2.15 feet to a point; S 20°42'56" E, a distance of 8.82 feet to a point; S 68°46'01"
W, a distance of 124.95 feet to a point; S 86°11'56" W, a distance of 54.34 feet to a point; N 11°43'16" W, a distance of4.50 feet to a point at the beginning ofacurve to the right having
a radius of491.17 feet; Westerly, along said curve to the right having a central angle of 14°04'12", a chord bearing S 85°18'50" W, a chord distance of 120.31 feet, and an arc distance
ofi20.62 feet to a pointfor a comer; N 02°20'56" E, a distance of4.50 feet to a point at the beginning of a curve to the right having a radius of486.67 feet; Westerly, along said curve
to the right having a central angle of02°42'3 I", a chord bearing of N 86°17'48" W, a chord distance of23.0l feet, and an arc distance of23.01 feet to the point of tangency; N 84°56'32"
W, a distance of 186.20 feet to a point for a corner; { .'r.';.. 
N 05°03'28" E, a distance of 11.00 feet to the POINT OF BEGINNING ofthe tract herein described: THENCE along the proposed northerly ROW line ofKeller Springs Road as follows: N 84°56'32"
W, a distance of 274.00 feet to a point for a comer; N 05°03'28" E, a distance of8.00 feet to a point for a comer; N 84°56'32" W, a distance of 177.73 feet to a point for comer; N 05°03'28"
E, a distance of 6.00 feet to a point for a comer; THENCE, S 84°56'32" E, departing said ROW line, a distance of451.73 feet to a point for comer; THENCE, S 05°03'28" W, a distance of
14.00 feet to the POINT OF BEGINNING, containing 4,902 square feet, or 0.113 acres ofland, more or less This is to certity that the above description was prepared from an on the ground
survey conducted under my supervision. DATE: ! 1/0 1if. Ayub dhu, P.E.,R.P.L.S.R. S Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ 
J CURVE TABLE \\\.I. 􀀢􀁜􀁜􀁾􀁾􀁇􀁓􀀠CHORD --SEARING -c--DELTA\ " RADIUS TANGENTLENCThCURVE j'\ 􀁾􀁾􀀧􀀨􀀠􀁓􀁾􀀢􀀨􀀬􀀠46. 1 2.0C S 54 , r""'..··\ \.._/\ v--,,,,-,; lJ \ 􀁾􀀠􀁾􀀠t, 01'4'1:28'1"
􀁾\ 􀁜􀁾􀁜􀀬􀂻􀁉􀁾􀀢􀀠􀀱􀀶􀀧􀁾􀀠\ C-4 586.30 43.41 21.71 43.41 S 24'44 41 E 03'3728',E'P-S \ \ \/-' .Jj95.67 94.90 47.55 94,80 S7"4254WC-5 09'0 41 A \ \ \, u'//';': 􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀂭-KELLER
SPRINGS I ..,,--"-􀁾􀀭'---IT ,) _ N I I GRAPHIC SCALE \ 50 0 25 50 100 :.tOO \ 􀁾􀀮􀁟.. 􀁾􀀺􀀠I \ ( IN FEE'!' ) 1 inch 50 It. LEGEND o 1/2" IRON ROD SE T x ·X· SE T IN CONCRETE PROPOSED
RIGHT-of-WAY AUGHIENT'37'15" E 4.50' NORTHWESTERLY CORtER KELLER SPRINGS AT ADDISON ROAD OCTOBER JI, 1995 
FIELD NOTE DESCRIPTION SUB SURFACE AREA A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRAcr 792 E. COOKSURVEY,ABSTRAcr 326 ADDISON, DALLAS COUNTY. TEXAS EXlHBlT3 Being 195,683 square
feet or 4.492 acres out ofa called 365.34 acre tract as conveyed to the City ofAddison, by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas, said called 365.34
acre tract being out ofthe Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas CoWlty, Texas and being more particular described as
follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates of N 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon", with coordinates ofN 7,039,062.68-E
2,478,167.73 NAD83) BEGINNING, at a set SIS" iron rod on the Easterly line ofDooley Road (width varies), said iron rod being S56°37'15"E, a distance of 64.79 feet from the Northerly
cut-back comer at the northeast comer of the intersection of said Dooley Road with Keller Springs Road (50 feet wide); TIlENCE, NOOo43'S2"W, departing the Easterly line ofsaid Dooley
Road, a distance of 18.61 feet to a point for comer; TIlENCE, N89°16'08"E, a distance of 174.25 feet to a point for comer at the beginning of a tangent curve to the right, said curve
having a radius of 1763.00 feet; THENCE, continuing along said curve to the right, having a central angle of 05°47'20", a chord bearing of S87°50'12"E, a chord distance of 178.05 feet,
and an arc distance of 178.13 feet to a point oftangancy; THENCE, S84°56'32"E, a distance of 1,301.25 feet to a point for comer; THENCE, SOS"03'28"W, a distance of 126.00 feet to a point
for comer; TIlENCE, N84°56'32" W, a distance of 1,301.25 feet to a point for comer at the beginning ofa tangent curve to the left having a radius of 1,637.00 feet; THENCE, continuing
along said curve to the left, having a central angle of 05°47'20", a chord bearing of N87°50' 12''W, a chord distance of 165.33 feet, and an arc distance of 165.40 feet to the point
oftangency; THENCE, S89° 16'08''W, a distance of48.34 feet to a point for comer on the Easterly line ofDooley Road; THENCE, NOooI2'22"W, continuing along said Easterly line 92.32 feet
to a comer on the Northerly line of Dooley Road; TIlENCE, S89°42'54''W, continuing along said Northerly lineofDooley Road, a distance of I 05.72 feet to a point for comer; 
THENCE, N56°37'15''W, continuing along the Northerly line ofDooley Road, a distance of25.41 feet to the POINT OF BEGINNING, and containing 195,683 square feet or 4.492 acres in the metes
and bounds recited. This is to certifY that the above description was prepared from an on the ground survey conducted under my supervision. ku.Q,... JL. 􀁾􀁾􀀮􀀨􀀩􀀻􀂧􀀬􀁾􀀽􀀽􀀽􀀽􀀭􀁟􀀠DATE:
7/1"'/,/i6.􀁾􀁡􀁮􀁤􀁢􀁵􀀬PE.,RP.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ 
FIELD NOTE DESCRIPTION SURF ACE RIGHT-OF WAY EASEMENT •A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBIT
4 Being 127,111 square feet or 2.918 acres out ofa called 365.34 acre tract as conveyed to the City of Addison bydeed recorded in Volwne 77010, Page 1391, Deed Records, Dallas County,
Texas, said called 365.34 acre tract being out ofthe Wm. Lomax Smvey, Abstract 792 and the E. Cook Survey, Abstract 326, aU in the City of Addison, Dallas County, Texas and being more
particularly described as follows: (Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon" with coordinates
ofN 7,039,062.6S-E 2,47S,167.73 NADS3); COMMENCING at a found 5/8 inch iron rod at an eastern comer of said called 365.34 acre tract and on the Westerly line of Addison Road (width varies),said
corner lying on the apparent North line of said E. Cook Survey, same being the appareut South line ofllie said Wm. Lomax Survey as called for in the said City of Addison deed, said corner
also being at the beginning of a curve to the left, said curve baving a radius of 746.30 feet, baving a central angle of00°07'43", a chord bearing ofS24°44'05"E, a chord distance of
I.67 feet; THENCE, along said curve to the left and said Westerly line ofAddison Road, an arc distance of 1.67 feet to a set 5/8 inch iron rod, a point for comer, said comer being the
POINT OF BEGINNING; THENCE, continuing along said curve to the left and said Westerly line of Addison Road, in a Southerly direction, an arc distance of22.90 feet to a set 5/8" iron
rod, the point oftangency; THENCE, S26°33'25"E, coutinuing along the Westerly line ofsaid Addison Road, a distance of 34.05 feet to a set x-cut in concrete, a point for comer at the
beginning ofa tangent curve to the right baving a radius of 686.30 feet; THENCE, continuing along the Westerly line of said Addison Road, along said curve to the right baving a central
angle of03°of03°37'2S", a chord bearing ofS24°44'41 "E, a chord distance of43.41 feet, and an arc distance of43.41 feet to a set 5/S" iron rod, a point for corner; THENCE, S69"09'04''W,
departing the Westerly line of said Addison Road, a distance of I 08.70 feet to a found x -cut in concrete, a point for comer; THENCE, S63°42'OO''W, 87.24 feet to a set x-cut in concrete,
a point for corner at the beginning ofa nontangent curve to the right, said curve having a radius of6 I 0 .17 feet; THENCE, along said curve to the rigbt, having a central angle of03°02'43",
a chord bearing of S78°51'24''W, a chord distance of32.43 feet, and an arc distance of32.43 feet to a set x-cut in concrete, a point for corner; THENCE, S09°37'15"E, a distance of4.50
to set x-cut in concrete, a point for corner at the beginuing ofa non-tangent curve to the right, said curve having a radius of614.67 feet; THENCE, continuing along said curve to the
right, having a central angle 14°40'43", a chord bearing of 
SS7°43'07"W, a cbord distance oflS7.04 feet, and an arc distance of IS7.47 feet to a set x-cut in concrete, at the point oftangency; THENCE, NS4°S6'32''W, a distance of60.20 feet to
a set S/S" iron rod, a point for comer; THENCE, NOso03'2S"E, a distance of 10.00 feet to a set 5/S" iron rod, a point for comer; THENCE, N84°S6'32''W, a distance of 126.00 feet to a
set x-cut on concrete, a point for comer; THENCE, SOso03'2S"W, a distance of 11.00 feet, to a set x-cut on concrete, a point for comer; THENCE, N84°S6'32"W, a distance of274.00 feet
to a set x-cut on concrete, a point for comer; THENCE, S05°03'2S''W, a distance of 8.00 feet to a set x-cut on concrete, a point for corner; THENCE, N84°S6'32''W, a distance of177.73
feet to a set x-cut in concrete, a point for corner; THENCE, N05°03'2S"E, a distance of 156.00 feet to a set x-cut in concrete, a point for comer; THENCE, S84°S6'32"E, a distance of
177.73 feet to set x-cut in concrete, a point for comer; THENCE, S05°03'28''W, a distance of 8.00 feet to set x-x-cut in concrete, a point for comer; THENCE, S84°56'32"E, a distance
of274.00 feet to a set x-cut in concrete, a point for comer; THENCE, SOso03'28''W, a distance of 11.00 feet to a set x-cut in concrete, a point for comer; THENCE, S84°S6'32"E, a distance
of 186.20 feet to a set x-cut in concrete, a point at the beginning ofa tangent CUlVl! to the left baving a radius of486.67 feet; THENCE, alO!lg said curve to the left, having a central
angle of 02°42'31", a cbord that bears SS 6°17'48"E, 23.01 feet, and an arc distance of23.01 feet, to a set x-cut in concrete, a point for comer; THENCE, S02OZ0'S6''W. a distance of4.S0
feet to a set x-cut in concrete, a point for comer, the beginning of a non-tangent CUlVl! to the left baving a radius of491.17 feet; THENCE, along said curve to the left, baving a central
angle of 14°04'12", a chord that bears N8s018'SO"E, a chord distance of 120.31, and an arc length of 120.62 feet to a set x-cut in concrete, a point for comer; THENCE, Sllo43'16"E. a
distance of4.S0 feet, to a set x-cut in concrete, a pont for corner; THENCE, NS6°11'56"E, a distance ofS4.34 feet, to a set S/8 inch iron rod, a pont for corner; THENCE, N6s046'01 "E,
a distance of124.9S feet, to a set 518 inch Iron rod, a pont for comer; THENCE, N20042'S6''W, a distance of 8.S2 feet, to a set S/8 inch iron rod, a pont for comer; THENCE, N69°09'04"E,
a distance of 2.1S feet to the POINT OF BEGINNING, and coutaining 127,111 
square feet or 2.918 acres in the metes and bounds recited. 'Ibis is to certify that the above description was prepared from an on the ground survey conducted under my supervision. 􀁾􀀮􀀦􀀺􀀬􀀮􀀮􀀠;e
. 􀁾􀀮􀀠􀁾􀁭􀀠_ DATE: II I?I '7'b Ayub R. Sandhu, P.E.,R.P.L.S. Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ 
FIELD NOTE DESCRIPTION PERMANENT SURFACE EASEMENT PSE-l A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXIDBIT5
Being 2,211 square feet or 0.051 acres outofa called 365.34 acre tract as conveyed to the City ofAddison, by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas,
said called 365.34 acre tract being out ofthe Wm. Lomax Survey, Abstract 792 and ihe E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more particular
described as foUows: (Bearings based on USC&GS Station "ARP 1966", with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon", with coordinates ofN 7,039,062.68-E
2,478,167,73 NAD83) COMMENCING, at a set 5/8" iron rod on the Easterly line ofDooley Road (width varies), at the north comer of a comer-clip, at the northeast intersection ofsaid Dooley
Road and KeUer Springs Road (50 feet wide); THENCE, S56°37'15"E, along the Easterly line ofsaid Dooley Road, 40.96.feet to a point for comer; THENCE, S89°16'08"E, departing the Easterly
line ofsaid Dooley Road, a distance of 19.73 feet to the POINT OF BEGINNING; THENCE, NOo043'52"W, a distance of 5.25 feet to a point for comer; THENCE, N89°16'08"E, a distance of 174.25
feet to a point for comer; THENCE, SOoo43'52"E, a distance of 13.00 feet to a point for comer; THENCE, S89°16'OS"W, a distance of 167.25 feet to a point for comer; THENCE, NOoo43'52"W,
a distance of7.75 feet to a point for corner; THENCE, S89°16'08"W, a distance of7.00 feet to the POINT OF BEGINNING, containing 2,211 square feet, or 0.051 acres in the metes and bounds
recited. This is to certify that the above description was prepared from an on the ground survey conducted under my supervision. DATE: i //0/'1(:,􀁁􀁙􀁕􀁾􀀧􀁾􀁾􀀠Texas Surveyor Registration
No. 2910 Approval: Texas Turnpike Authority ____ 
F1ELD NOTE DESCRIPTION PERMANENT SURFACE EASEMENT PSE-2 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHIBITS
Being 628 square feet or 0.014 acres out of a called 365.34 acre tract as conveyed to the City ofAddison, by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County, Texas,
said called 365.34 acre tract being out oftile W!ll. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more particular
described as follows: (Bearings based on USC&GS Station "ARP 1966", with coordinates of N 1,038,355.36-E 2,418,811.80 NAD83 and USC&GS Station "Airport Beacon", with coordinates ofN
7,039,062.68-E 2,418,167,73 NAD83) COMMENCING, at the Southerly cut-back corner at the northeast corner ofthe intersection ofDooley Road (width varies) with Keller Springs Road (50 feet
wide); THENCE, Easterly and Southerly along the Easterly ROW line of said Dooley Road as follows: N89°42'54"E, a distance of 105.12 feet to a point; SOO°I 2'22"E, a distance of79.3 I
feet to the POINT OF BEGINNING of the tract herein described: THENCE, N89° 16'08"E, leaving said Easterly ROW line ofDooley Road, 48.22 feet to a pomt for comer; THENCE, SOoo43'52"E,
a distance of 13.00 feet to a point for corner; THENCE, S89°16'08"W, a distance of48.34 feet to a point for corner on said Easterly ROW line ofDooley Road; THENCE, NOooI2'22"W, a distance
of 13.00 fuet, along said Easterly ROW line of Dooley Road, to the POINT OF BEGINNING, and containing 628 square feet, or 0.014 acres in the metes and bounds recited. This is to certify
that the above description was prepared from an on the ground survey conducted under my supervision. DATE: "fllol'lt;,􀁁􀁙􀁕􀁢􀁾􀁩􀀱􀁵􀁴􀀮􀀬􀀱􀀺􀁐􀀺􀁾Texas Surveyor Registration No.
2910 Approval: Texas Turnpike Authority ____ 
FIELD NOTE DESCRIPTION TEMPORARY EASEMENT A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXHmlT6 Being 16,516
square fi:et or 0.379 acres out ofa caned 365.34 acre tract as conveyed to the City ofAddison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas Cotmty, Texas, said called
365.34 acre tract being out ofthe Wm. Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas Cowrty, Texas and being more particularly described
as follows: (Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD83 and USC&GS Station "Airport Beacon" with coordinates ofN 7,039,062.68-E
2,478,167.73 NAD83) BEGINNING, at a set 5/8" iron rod on the Easterly line of Dooley Road (width varies), at the north comer of a corner-clip, at the northeast intersection ofsaid Dooley
Road and Keller Springs Road (50 feet wide); THENCE, NOo021 '59''W, along said Easterly line line ofDooley Road, 242.40 feet to a set 5/8 inch iron rod, a point for comer at the beginning
ofa non-tangent curve to the left having a radius of247.63 feet; THENCE, leaving said Easterly line of Dooley Road, along said curve to the left having a central angle of48°02'24", a
chord bearing ofS24°23'11 "E, a chord distance of201.60 fi:et, and an arc distance of207.63 feet to a set 5/8 inCh iron rod, a point for corner at the beginning ofa tangent curve to
the right having a radius of 309.17 feet; THENCE, along said curve to the right having a central angle of24°55'01", a chord bearing of S35°56'52"E, a chord distance of133.39 feet, and
an arc distance of 134.45 feet to a set 5/8 inch iron rod, a point for corner on said Easterly line of Dooley Road; THENCE, along said Easterly line of Dooley Road, S89°42'54''W, a distance
of84.68 feet to a set 5/8 inch iron rod, a point for corner; THENCE, continuing along said Easterly line of Dooley Road, N56°37'15"W, a distance of 90.20 feet to the POINT OF BEGINNING,
and containing 16,516 square feet or 0.379 acres in the metes and botmds recited. This is to certify that the above description was prepared from an on the ground survey conducted under
my supervision. Ayubsandhu, P.E.,R.P.L.S. DATE: II 11-116 Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ 
FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT NO.1 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY, TEXAS EXlllBITS
Being 68,91I square feet or 1.582 acres out ofa called 365.34 acre tract as conveyed to the City of Addison by deed recorded in Volume 77010, Page 1391, Deed Records, Dallas County,
Texas, said called 365.34 acre tract being out ofthe Wm Lomax Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City ofAddison, Dallas County, Texas and being more
particularly described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD 83 and USC&GS Station "Airport Beacon" with coordinates
ofN 7,039,062.6S·E 2,478,167.73 NAD 83) COMMENONG at a 518" iron rod found in the south line ofthe Wm. Lomax Survey, said point being in the westerly right-ofway (ROW) line ofAddison
Road and being at the beginning of a curve to the left having a radius of74630 feet; THENCE along the westerly ROW line ofAddison Road as follows: Southerly along said curve to the left,
a central angle of01Q53'll", a chord bearing ofS 25°36'50" E, a chord distance of 24.57 feet, and an arc distance of24.57 feet to the point oftangency; S 260)3'25" E, a distance of34.05
feet to the beginning of a curve to the right having a radius of686.30 feet; Southerly along said curve to the right having a central angle of 030)7'28", a chord bearing ofS 24°44'41"
E, a chord distance of43.41 feet, and an arc distance of43.41 feet to a point in the proposed southerly ROW line of Keller Springs Road; THENCE along the southerly ROW line of Keller
Springs Road as follows: S 69°09'04" W, a distance of 108.70 feet; S 63°42'00" W, a distance of 87.24 feet to the beginning ofa non-tangent curve to the right having a radius of 610.17
feet; . Southwesterly along said curve to the right having a central angle of03°02'43", a chord bearing of S 78°51'24" W, a chord distance of32.43 feet, and an arc distance of32.43 feet
to a point; S 09°37'15" E, a distance of4.50 feet to the beginning of a non-tangent curve to the right having a radius of614.67 feet; Westerly along said curve to the right having a
central angle of 14°40'43", a chord bearing ofS 87°43'07" W, a chord distance of 157.04 feet, and an arc distance of 157.47 feet to the point oftangency; N 84°56'32" W, a distance of33.51
feet to the POINT OF BEGINNING of the tract herein described described: THENCE S 69°01'00" W, a distance of 531.48 feet to a point for a comer; THENC'E N 21OZ9'55" W, a distance of244.08
feet to a point for a comer; THENCE N 84°56'32" W, a distance of 17.77 feet to a point for a comer; THENCE N 05°03'28" E, a distance of6.oo feet to a point in the proposed southerly
ROW line of Keller Springs Road; 
-, THENCE along the southerly ROW line ofKel!er Springs Road as follows: S 84°56'32" E, a distance of 177.73 feet to a point for a comer; N 05°03'28" E, a distance of8.00 feet to a point
for a comer; S 84°56'32" E, a distance of 274.00 feet to a point for a comer; N 05°03'28" E, a distance of 11.00 feet to a point for a comer; S 84°56'32" E, a distance of 126.00 feet
to a point for a comer; S 05°03'28" W, a distance of 10.00 feet to a point for a comer; S 84°56'32"E, a distance of 26.69 feet to the POINT OF BEGINNING, containing 68,911 square feet,
or 1.582 acres ofland, more or less. . This is to certilY that the above description was prepared from an on the ground survey conducted under my slipervision. 􀀭􀀺􀀭􀀭􀀭􀁣􀀺􀀭􀀽􀀬􀁾􀁾􀀺􀀺􀀽􀀽􀀽􀀽􀀬�
�􀀬􀀽􀀬􀀧,:::-'􀀺􀀺􀀢􀁾􀀭􀀽􀀽􀀢􀀢􀀢􀀢􀀧􀀽􀀽􀀽􀀽􀀭􀀭􀁟􀀠DATE: i f /0/'1" Ayub R.Sat1J1U).E.,R.P.L.S. Texas Surveyor Registratiou No. 2910 Approval: 􀁔􀁥􀁸􀁡􀁳􀁔􀁷􀁮􀁰􀀦􀁥􀁁􀁵􀁴􀁨􀁯􀁲􀁩􀁾􀀠____

-. ,. ", FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT NO.2 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACT 792 E. COOK SURVEY, ABSTRACT 326 ADDISON, DALLAS COUNTY,
TEXAS EXHIBITS Being 3,400 square feet or 0.078 acres out of a called 365.34 acre tract as conveyed to the City ofAddison by deedreoordedin Volume 77010, Page 1391, Deed Records, Dallas
County, Texas, said called 365.34 acre tract being out of the Wm Lorna." Survey, Abstract 792 and the E. Cook Survey, Abstract 326, all in the City of Addison, Dallas County, Texas and
being more particularly described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD 83 and USC&GS Station "Airport Beacon"
with coordinates ofN 7,039,062.68-E 2,478,167.73 NAD 83) COMMENCING at a 5/8" iron rod found in the south line ofthe Woo. Lomax Survey, said point being in the westerly right-of-way
(ROW) line of Addison Road and being at the beginning ofa curve to the left having a radius of 746.30 feet; TIIENCE, Southerly, along said ROW line and along said curve to the left having
a ceetral angle of00007'43", achordbearingofS 24°44'05" E, a chord distance of 1.67 feet, and an arc distance of 1.67 feet to a point in the proposed northerly ROW line ofKeller Springs
Road; TIIENCE, Southwesterly and Westerly along said northerly ROW line ofKeller Springs Road as follows: S 69°09'04" W, a distance of 2.15 feet to a point; S 20°42'56" E, a distance
of8.82 feet to a point; S 68°46'0 I" W, a distance of 124.95 feet to a point; S 86°11'56" W, a distance of46.07 feet to the POINT OF BEGINNING ofthe tract herein described: THENCE, continuing
along said proposed northerly ROW line ofKeeler Springs Road as follows: S 86°11'56" W, a distance of 8.27 feet to a point for corner; N II °43'16" W, a distance of 4.50 feet to a point
for comer at the beginning of a curve to the right having a radius of 491.17 feet; Westerly, along said curve to the right having a central angle of 14°04'12", a chord bearing S 85°18'50"
W, a cborddistance of 120.31 feet, and an arc distance of 120.62 feet to a point for a comer; N 02°20'56" E, a distance of 4.50 feet to a point at the beginning ofa curve to the right
baving a radius of486.67 feet; 
Westerly, along said curve to the right having a central angle of02°42'3 I ", a chord bearing of N 86°17'48" W, a chord distance of23.01 feet, and an arc distance 0[23.01 feet to the
point of tangency; N 84°56'32" W, a distance of 186.20 feet to a point for a comer; THENCE, departing said proposed ROW line, N 05°03'28" E, a distance of 10.00 feet to a point for a
comer; THENCE, S 84°56'32" E, a distance of 186.20 feet to the beginning ofa tangent curve to the left having a radius of 476.67 feet; THENCE, Easterly, along said curve to the left
having a central angle of 02°42'31 ", achord bearing of S 86°17'48" E, a chord distance of22.54 feet, and an arc distance 0[22.54 feet to a point for a comer; THENCE, S 02°20'56" W,
a distance of4.50 feet to a point for a comer, said point being at the beginning of a curve to the left having a radius of 481. 17 feet; THENCE, Easterly, along said curve to the left
having a central angle of 15°00'54", a chord bearing N 84°50'29" E, a chord distance of 125.74 feet, and an arc distance of 126.10 feet to a point for a comer; THENCE, S 12°39'58" E,
a distance of 15.71 feet to the POINT OF BEGlNNlNG, containing 3,405 square feet, or 0.078 acres ofland, more or less. This is to certifY that the above description was prepared from
an on the ground survey conducted under my supervision. DATE: 11/0/i6􀁁􀁙􀁕􀁢􀁾􀁾􀁐􀀮􀀺􀁩􀁾􀀠Texas Surveyor Registration No. 2910 Approval: Texas Turnpike Authority ____ 
· ,􀁾􀀠FIELD NOTE DESCRIPTION TEMPORARY CONSTRUCfION EASEMENT NO.3 A PORTION OF ADDISON AIRPORT Wm. LOMAX SURVEY, ABSTRACf 792 E. COOK SURVEY, ABSTRACf 326 ADDISON, DALLAS COUNTY, TEXAS
EXIDBIT8 Being 4,902 square feet or 0.113 acres out of a called 365.34 acre tract as conveyed to the City ofAddison by deed recorded in Volume 770 10, Page 1391, Deed Records, Dallas
County, Texas, said eaIIed 365.34 acre tract being out of the Wm Lorna:\: Survey, Abstract 792 and the E. Cook Survey, Abstract 326, alI in the City of Addison, Dallas County, Texas
and being more particularly described as follows:(Bearings based on USC&GS Station "ARP 1966" with coordinates ofN 7,038,355.36-E 2,478,877.80 NAD 83 and USC&GS Station "Airport Beacon"
with coordinates ofN 7,039,062.68-E 2,478,167.73 NAD 83) COMMENCINGata 5/8" iron rod found in the south line of the Wm. Lomax Survey, said point being in the westerly right-of-way (ROW)
line ofAddison Road and being at the beginning ofa curve to the left having a radius of 746.30 feet; THENCE, Southerly, along said ROW line and along said curve to the left having a
central angle of 00°07'43", a chord bearingofS 24°44'05" E, a chord distance of 1.67 feet, and an arc distance of 1.67 feet to a point in the proposed northerly ROW line of Keller Springs
Road; THENCE, Southwesterly and Westerly along said northerly ROW line ofKeller Springs Road as follows: S 69°09'04" W, a distance of 2.15 feet to a point; S 20°42'56" E, a distance
of8.82 feet to a point; S 68°46'01" W, a distance of 124.95 feet to a point; S 86°11'56" W, a distance of 54.34 feet to a point; N 11°43'16" W, a distance of4.50 feet to a point at the
beginning of a curve to the right having II radius of 491.17 feel; Westerly, along said curve 10 the righlhaving a central angle of 14°04'12", a chord bearing S 85°18'50" W, a chord
distance ofl20.31 feet, and an arc distance of 120.62 feet to a point for a comer; N 02°20'56" E, a distance of4.50 feel 10 a point at the beginning of a curve to the right having II
radius of486.67 feet; Westerly, along said curve to the right having a central angle of02°42'31", a chord bearing of N 86°17'48" W. a chord distance of23.01 feet, and an arc dislance
of23.01 feetto the poinl of tangency; N 84°56'32" W, a distance of 186.20 feet to a point for a comer; , ., 
N 05°03'28" E, a distance of 11.00 feet to the POINT OF BEGINNING of the tract herein descrihed: THENCE along the proposed northerly ROW line of Keller Springs Road as follows: N 84°56'32"
W, a distance of274.oo feet to a point for a corner; N 05°03'28" E, a distance of 8.00 feet to a point for a comer; N 84°56'32" W, a distance of 177.73 feetto a point for comer; N 05°03'28"
E, a distance of 6.00 feet to a point for a comer; THENCE, S 84°56'32" E, departing said ROW line, a distance of451.73 feet to a point for corner; THENCE, S 05"03'28" W, a distance of
14.00 feet to the POINT OF BEGlNNlNG, containing 4,902 square feet, or 0.113 acres ofland, more or less This is to certitY that the above description was prepared from an on the ground
survey conducted under my supervision. 􀁟􀀭􀀬􀁾􀀮􀀮􀁌􀀬􀁾􀁾􀀮􀁾􀀬􀀭􀁬􀀮􀁋􀀮􀁾􀀭􀁾􀁾􀁾􀀭􀁾􀁊􀀩􀁧􀁾􀀽􀀽􀀭DATE: ii/I>I 'J6 Ayub :R::"'&fudhu, P.E.,RP.L.s. Texas Surveyor Registration No.
2910 Approval: Texas TumpikeAuthority ____ 
(j1U-'4I\:'\I"tt 'l.Q'\ 􀁜􀀬􀁜􀁦􀀾􀀬􀀧􀁓􀀱􀀧􀁜􀁾􀁣􀀧􀁓􀁉􀁜􀁜􀀬􀁉􀁈􀁾􀀢􀀢􀀧􀀺􀀧􀁦􀀠e""'C,1t#S ,&406 /. o \ \ LECeND o 􀀱􀀯􀀲􀁾􀀠􀁉􀁒􀁾􀀠ROO SET )( "x.-SET IN CONCRE iE 􀁜􀀬􀀺􀁾􀁾􀀠TABLE
\ 􀁾􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀀭􀀭􀁾􀀠\'Ul 􀁾􀀠t, 􀁾􀀠OCTOBER JI, 1996 'i I I \ KELLER SPRINGS ----'" 􀁾􀀭􀂭! '::> -GRAPHIC SCALE ( ....'" ) 1 !neh ... 50 ft. PROPOSED RIGHT-oF·WAY AUGNIENT NORTHWESTERLY
CORNER KELLER SPRINGS AT ADDISON ROAD 􀁾􀀠1N 􀀯􀁾􀀠., 􀁾􀀢􀀠􀁾􀀮􀀠
CITY MANAGEH'S DEPAltTMENT • (2 B) ;1!iO.7Uf)fl • {,'AX (2 H) Wln-7Mlt July 3, 1996 Mr. James W. Griffin, P.E. Executive Director Texas Turripike Authority 3015 Raleigh Street Dallas,
Texas 75219 Dear·Mr. Griffin: Thank you for your continued patience regarding the right-of-way acquisition for Addison Airport Tal! Tunnel. This is the single most important project
for the Town of Addison and is essential for mobility in our area. After reviewing your June 14 letter, we have amended our request to eliminate any further obligation for the TTA to
provide replacement land in addition 10 the monetary proposal. The following summarizes our position regarding the outstanding issues related to the right-or-way taking: I. Additional
Rjght-of-Way for DOQley Road Wor\;: The Town of Addison continues to support the concept of using part orthe airport to f.1cilitate the construction ofthe tunnel on a temporary basis.
However, the proposal to route Dooley Road onto the airport as a permanent facility is in conflict with the minimum FAA design requirements regarding building setback from the runway
and part 77 protected surfaces. We want to eneourngc the TTA to develop a permanent solution and provide access to the Dooley Road properties north of Keller Springs. It appears that
the connection to Kcllway Circle is the most viable alternative. If the ITA will implement this solution or another permanent solutioli for· reeollfiguring Dooley Road, the affiliated
right-of-way goes away and this issue is resolved. 2. Damages at Concourse Plaza for Replacing Parkjng: Our study of this issue concludes re-striping the parking along the right-of-way
will not replace the lost parking. Approximately 3,600 square feet of parking area must be added to the leasehold at Concourse Plaza to make it whole after the right-of-way is taken.
Unfortunately,Mr. Duffy's estimate of the cost to replace the 3,600 feet of paving is somewhat low. The following estimate identifies what we believe is the true value of this cost to
cure: 3,600 square feet of of 6" concrete paving@$2.50/sq =$9,000.00 Landscaping, irrigation & striping = $2,000,00 $11,000.00 
Mr. Griffin July3,1996 Page Two 3. Damages at llltimate Sports Grill for Future Loss of Parking if R.O.W. is Utiljzed: The simple solution to this issue is to relocate the right-of-way
line so the parking is not lost. If it is necessary to provide for the future expansion of the intersection, then we feel obligated to develop a cost to cure the impact of eliminating
parking during a later phase. This would involve drainage improvements, paving, landscaping and reconfiguring the two leaseholds. We would appreciate the ITA's consideration of our request
of $25,000 to cover our cost to cure the'effects oflhe tunnel on this property. 4 & 5. Parcels C, D E, F. G, H, J, K, & L: In lieu of segregating these parcels, we have consolidated
our concerns into one issue that we wish the Texas Turnpike Authority consider. When the land acquisition is complete the remainders of parcels C, D, E, F, G, H, J, K, & L contain an
area of 218,376.6 square feet, according to Mr. Miller. These combined remainders are configured in in two triangular tracts, and ,vhen re-developed by the Town leaseholder, will require
special engineering, due to their shape. Even with special engineering, they will be impossible to fully utilize. Mr. Miller placed an aggregate value of $763,251 On the combined remainders
before the taking. A modest claim of20% damage to these tracts would result in additional compensation of$152,650 that we would appreciate the ITA consider. 6. TcOJpormy Construction
Easement Area: After further review of the appraisal reports, it appears that Mr. Miller has addresscd 74,588 square fect of the construction casement area. Our miscalculation of the
area is based on an inconsistency in his appraisal report on Parcel F. On Page 6-A of his report, he refers to this area as containing 2,375 square feet; whereas, on the following un-numbered
page he has revised the area to 4,175 square feet. This would leave 2,625 square feet of area not addressed in the rcports. Attached herewith is a table reflecting our calculations.
We would respectfully request that the ITA consider illereasing the proposed compensation by $1,654 for this item. 7. Pilrccls E.ilnd M: As stated in our previous communication, these
parccls arc of similar size, both in land and improvemcnt area. Our major concern in these properties lies in the appraiser's conclusion of value of the improvements. In the Cost Approach
of both parcels, he reports a unit reproduction cost of $15.00 per square foot with depreciation estimated at forty percent. However, in the Income Approach, the contributory value ofthese
improvements ranges from $1.04 per square foot to $1.15 per square foot. This would indicate depreciation of ninety-two to ninety-three percent. In his appraisal reports on these parcels,
Mr. Miller statesthat these improvements have a remaining economic life of 25 years, How could they be depreciated in excess of ninety percent with this amount of economic life remaining? Mr. Miller
bases these values on annual gross revenues of $21,000 on each parcel. In his opinion, these improvements nre worth less than one year ofgross annual income. Mr. Stuart's records reflect
current income of $25,200 and, using this income, would result in improvement values of$48,000 to $49,000 for the improvements. 
Mr. Griffin July 3, 1996 Page Three Additionally, there appears to be a mathematical error in his Income Approach on Parcel M. The management expense should be $714, not $816. This would
result in an upward adjustment of $2,141 for the improvements, based on his analysis. It does not seem fair to us that these improvements are worth less than one year's gross income
stream in view of their remaining economic life. We would suggest the TTA consider increasing the proposed compensation by $10,924 forPare.;1 E, and $30,700 for Parcel M. The following
table represents our summary of the compensation items we request the TTA consider. Addison Airport Compensation Summary I II1 DESCRIPTION AMOUNT Base Offer $1,291,059 I Dooky Road work
O· 12 Concourse Plaza 11,000 i 1 3 Ultimate Sports Grill 25,000" 14,& 5 Parcels C, 0, E, F, G, H, J, K, & L 152,650 6 Damages temporary construction casement ',,654 7 Parcels E, & M
41,624 TOTAL $\,522,987 • Assumes a permanent off airport solution is developed . •• Assumes relocation of the right-of-way is not possible . We appreciate your diligence in working
on Ollr project for the benefit of the citizens in the Addison Carrollton and North Dallas 􀁡􀁲􀁥􀁾􀀮􀀠Please call me if you have any questions or need additional information. Sincerely
Yours, Ron 􀁗􀁨􀁩􀁴􀁥􀁨􀁥􀁾􀁤􀀠City Manager 1 
FROt4 P.3 , • 3015 lW. 51..... P.O. 8o.x \!lO369 1>aIla, '\WS 75Z19 PhoII. 2HIS2z.ti200 I'n 214152&-4326 July 29,1996 Town of Addison RECEIVED P. O. BOll: 144 Addisoll, Texas 75001 Attn:
Mr. Ron Whitehead City Manager CITY MANAGER RE: DNT237 Acquisition ofRight-of-Way Addison Airport Toll Tunnel Ladies and &!ntlemen; We have been analyzing the property purchase counteroffer
ofthe Town dated 1uly 3 since 1uly 8 and, based upon these detailed analyses, hereby are tendering a supplemented purchase proposal. Our initial purchase offer of$J,291,059 tendered
on February 22, 1996 for fee and easements between the east portal of the Addison Airport Toll Tunnel and Addison Road is increased as summarized below. We will discuss our new value
assessment in the numerical order in which they were presented to us in your 1uly 3 letter. 1. Dooley Road ReIQcation. We assess the comments ofthe Town as meaning that it approves the
TTA providing a temporary relocation of Dooley Road generally parallel to its current location but shifted eastward to a point east ofthe east portal ofthe Tunnel. If this is the position
ofthe Town, it allows us to proceed with bidding ofthe Tunnel this fall. We recognize that this temporary relocation ofDooley Road could be in conflict with the F M building setback
from the runway andlor the new west side taxiway. Recognizing this, the TT A will continue analyzing a more 􀁰􀁥􀁲􀁭􀁡􀁮􀁥􀁮􀁾location by connecting Dooley Road to MEMBERS' Jue '" THOMFSQS.JR.
CHAI_'. D.Il.US • UIlHfXC.)()O<lS.)I.. VIa CHAlIIIW. COO'USQIIUSJ! 􀁾􀁽􀀨􀀬􀀮􀀮􀁥􀀠s, 'fI"fflNt:, AUSTIN • DONN.A It 􀀬􀁾1'OIfI'I'Ofmf .. ,p,f.\10 M. LANEY. OIltUS ... LOIl,\lHE tEIlYMAN,
􀁏􀁛􀀩􀁾􀁓􀀮􀀬􀀠.......􀁾.. 􀁾􀀬􀁾􀀠...􀁟􀀮􀁾􀀮􀀿􀁾􀀠􀁾􀁾􀀮􀁾􀁾􀁾􀁾􀀮􀁊􀁫􀀮􀀻􀀠􀀮􀁅􀁾􀀠􀀡􀁾􀁳􀀮􀀮􀁯􀀠_"'_ 􀁾􀁜􀁾􀁛􀀩􀁟􀁅􀀮􀀠􀁡􀂣􀁬􀀮􀁾􀀤􀁾􀁈􀀮􀀠􀁾􀁑􀁲􀁱􀀠" UAI1P.AI:5. 'i'kOUN. fAlltvlEW
" l.WL It. B6SUJIO.}I., 􀀸􀁾􀁗􀁎􀁾􀀧􀁖􀁊􀁌􀁌􀁓􀀠
-03-1995 8,38PI-I FROt.! P.d Mr. Ron Whitehead July 29, 1996 Page 2 Kellway Circle. Any infonnation the Town has as to property Surveys in the area and land sales value in the area will
aid us in our analyses ofthis alternative. We will proceed with the Kellway Circle analyses immediately and in greater detail than we have previously. $ -02. Q,mcQurse Plaz1!. ITA hereby
approves the estimate ofcost and the equitability ofadditional concrete paving, landscaping, irrigation, and striping as requested. $11,000 3. Alternate 8.ports Grill. The ITA will reconfigure
its right-of-way requirements to avoid compensating for lost parking. From the traffic volumes predicted for the TlI11I1el, the ITA does not believe that a free right-tum lane is justified.
Ifsuch requirements develop in the future, the ITA can revisit this question jointly with the Town and perhaps will have a more clear indication of its ability to fund the requested
right-tum lane. $ -04 & 5. Areas C. D. E. F. G. H. 1. K. & L We believe these areas must be segregated to a degree and have prepared Exlril2i1l enclosed with this letter, showing our
segregation concept. Please refer to Area F. We do not agree that all of tile land nortll of the Tunnel right-or-way cannot be utilized in the future. However, we can understand that
the leaseholder would be inclined to claim damage for the remaining portion ofthe green hangar. We believe that tlJe leasehold owner could continue to operate in most of the remaining
portion oftlJe hangar, but we do not care to pursue that question through litigation. Reanalysis indicates that fair danlage compensation to tlJe leaseholder should be $62,874 and we
are tendering that offer. $62,874 
P.5 2-03-1995 8,38PI-1 􀁆􀁒􀁏􀁉􀁾􀀠Mr. Ron Whitehead July 29,1996 Page 3 The Town's appraiser calculated additional damage for a 2400 square foot remainder at $7.200. We believe that
remainder is usable for taxiway or apron purposes; however we are willing to ac<;ept the Addison request for $7,200 as damages. S7;lJXJ We have indicated the remainder on the south side
of the Tunnel right-of-way which we colored in yellow on Exhibit 1 and on which we desire to acquire a temporary construction easement. Our appraiser v.,lues the fee underlying temporary
easement No. I at $3.00 per square foot maximw:n, but we believe much ofthe area is usable for hangar, warehouse, taxiway, or apron purposes .,fter completion of construction. Therefore.
we have valued the area of the temporary construction easement No. 1 at 10% damage ofthe fee and are tendering an offer on this basis. $20,673 6. Temporary Construction Easement. Your
calculations indicate that the ITA omitted from its prior offer 2,625 square feet of temporary construction easement area. We can accept your position on this matter and its value. $
1,654 7. Areas E & M. The Town has not provided enough information concerning the lease agreements on these areas for us to analyze properly. Our appraiser has reviewed his analyses
on Areas E & M vis-a-vis infonnstion supplied by the Town. We do not see any basis for an adjustment in the initial offer. However, we would like to bring this overall negotiation to
conclusion and are hereby tendering an offer in compromise for these areas. $20,000 
P.6 2-03-1995 a,39PM 􀁆􀁒􀁏􀁉􀁾􀀠Mr. Ron Whitehead July 29, 1996 Page 4 Our appraiser has rechecked his calculations and concurs there was II mathematical error made. We will meet your
request for an upward adjustment in value. TOTAL $ !25.0QO We are increasing the offer to purchase all rights--of-way and easements east ofthe east portal ofthe Tunnel from the Town
ofAddison to the total amountof$ 1,416,601. We hope these adjustments allow us to conclude these negotiations and proceed with advertising the Tunnel for bids. Very truly yo '-....A1'J1{f(.C
W. James W. Griffin, Executive Director ek Enc. cc: LPRH Ginn Coporation Engineering 
PROPOSED ACOUISITIONS 
Addison Airport Compensation Summary August 1, 1996 # DESCRIPTION Addison Response 7/3/96 , Amount TTA Response 7129/96 Amount Base Offer $1,291,059 $1,291,059 I Dooley Road work O'
O' 2 Concourse Plaza Il,OOO 11,000 , 3 Ultimate Sports Grill ** nla 0 4,&5 Parcels C, D, E, F, G, H, J, K, & L 152,650 90,747 '6 Damages temporary construction easement 1,654 1,654 7
Parcels E, & M 41,624 22,141 TOTAL $1,497,987 $1,416,601 i • Assumes a permanent off airport solution is developed . TIA has modified their plans so parking at the Ultimate Sports Grill
is not affected. 
AGENDA TEXAS TURNPIKE AUTHORITY AND THE TOWN OF ADDISON MARCH 1, 1996 I. Keller Springs Tunnel A. Land Acquisition B. Dooley Road Alignment II. North Dallas Tollway/Keller Springs Northbound
to Eastbound Right Turn Lane III. North Dallas Tollway Landscaping IV. North Dallas Tollway Southbonnd Exit -SojournlWestgrove V. Belt Line RoadlNorth Dallas Tollway -Single Point Urban
Intercharge 
PUBLIC WORKS DEPARTMENT (214) 450-2871 Post Office Box 144 Addison, TexDs 75001 16801 Westgrove MEMORANDUM February 28, 1996 To: Ron Whitehead City Manager From: John R. Baumgartner,
prtflr:f3 Director ofPublic 􀁗􀁯􀁲􀁾􀀠Re: North Dallas TollwaylKeller Springs Right Turn Lane -Northbound To Southbound Jim DuffY and I are working with the affected parties (City ofDallas,
Folsum Properties, and the Texas Turnpike Authority) regarding the implementation ofthe referenced project. We are trying to reach an agreement with Folsum regarding the acquisition
of land. It appears approximately 5400 square feet ofland is necessary. Folsum has indicated a willingness to sell the property to Addison for $50,000 to $60,000 --ifwe can close prior
to March 26, 1996. Because of this schedule, we are proceeding with this acquisition. Other costs may involve the relocation of utilities, including the existing electrical switch gear
and overhead power line, which could cost approximately $60,000. Please note that actual cost is dependant upon the final project design. The following table is my best guess ofthe project
steps, cost, schedule, and funding source. Step Est. Cost Schedule Fuuding Source 1. Land Acquisition $60,000 04/01/96 Addison 2. Utility Relocation $60,000 12/01/96 Addison, Dallas,
ITA, and/or TU Electric 3. Engineering $15,000 Completed ITA By 5/97 4. Construction $135,000 Started By ITA 8/97 
GT WADE. ASW-6538 Page 20tS February 27, 1996 Mr. John R. Baumgartner, P.E. Director of Public Works Town of Addison Addison, TX 75001-0144 Dear Mr. Baumgartner: We have reviewed the
75 percent grading, drainage, and paving plans for the proposed Keller-Springs Tunnel under Addison Airport. The plans are for tunnel approaches and do not address tunnel details. Our
review focused on impact to the airport and the aviation community utilizing the airport. We considered both current conditions and potential future implications. We have a concern regarding
the proposed extension and or modification to Dooley Road near Station 10+00. Currently, Dooley Road, south of Keller-Springs, crosses the building restriction line, established at 550
feet from the runway centerline. The drawings indicate this portion of the road will be extended over the tunnel to connect with the northern portion of Dooley Road. The modification,
it appears, will cause Dooley Road to be even closer to the runway (and proposed parallel taxiway) centerline. Previous preliminary plans did not indicate this alignment. Additionally,
the proposal appears to require relocation of the electrical vault. We prefer this facility not be relocated, but if necessary, we suggest it not be moved closer to the runway. As previously
discussed, we support the tunnel and will continue to work with the Town of Addison to develop the much needed thoroughfare enhancement. However, we cannot support features that cause
additional encroachments within protected areas. In fact, we view this project as an opportunity to improve the environment. 2 
Prior to our final approval, the Town is required to submit a revised Airport Layout Plan showing the proposed modifications caused by the tunnel. Based on the proposed alignment, we
will not be able to support the modification to Dooley Road. To-date we have not seen any plans addressing tunneling, please forward preliminary plans as soon as they are available to
avoid any potential delay. If you have questions, or desire further clarification, please feel free to contact me at (817) 222-5607. Sincerely, ORIGINAL SIGNED BY: OTIS T. WELCH FOR
G. Thomas Wade, P.E. Program Manager Airports Division ASW-653B:GTWade:X5607:dsc:2!27!96:tta_plan.doc 􀁾􀀠. 
AGENDA TEXAS TURNPIKE AUTHORITY AND THE TOWN OF ADDISON MARCH 1, 1996 I. Keller Springs Tnnnel A. Land Acqnisition B. Dooley Road Alignment II. North Dallas TollwaylKeller Springs Northbound
to Eastbound Right Turn Lane III. North Dallas Tollway Landscaping IV. North Dallas Tollway Southbound Exit -SojournlWestgrove V. Belt Line RoadlNorth Dallas Tollway -Single Point Urban
Intercharge 
\ \, \ LEGEND o 1(2" IRON ROD SE T x 􀁾􀁘􀀢􀀠SET IN CONCRETE \ \ OCTOBER 31. 1996 \ \\ \ \, i ! ! \ CURVE TABLE KELLER SPRINGS "'----r::-GRAPHIC SCALE ( IN FEE:\' ) 1 inch = 50 ft. PROPOSED
RIGHT-oF-WAY AUGNIENT NORTHWESTERLY CORNER KELLER SPRINGS AT ADDISON ROAD N ARS 
\ 􀁾􀀠I o :II f 􀁾􀀮􀀠il \ \ 􀁾􀁜􀀠\ 􀁴􀁾􀀠􀁾􀀠􀁑􀁾􀀠\ • I \ 􀁾􀀠to, '0 􀁾􀁾􀁩􀀠1 0 􀁾􀁯􀀠􀁾􀀠""I \ 􀁾􀀬􀀠"11f'Tl.,,-< '6 •." 􀁾􀀧􀀻􀀻􀁯􀀠\ 1 0 ,E; \ "\ 􀁾􀁩􀀠\ 􀁾􀁾􀀠\ --\-\ \\ \ \
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II ,, 􀁾􀀺􀀺􀀱􀁜􀀠EXIST. CONC. PARKING􀁾􀀠EXISTING PVMT (/""(Ild l􀁾􀀠, TO BE REMOVED -TO EXIST. CONC. PARKING > >k eo z SCALE: 1"-50' .=.-\-_ .DOOLEY gOAD___ -."....-e:: ---;/-<36'
F-f) ....-0:: I-c 􀁾􀀠I 1-,u u I '" x 􀁾􀁉􀀠􀁾􀁬"0 . 0::-EXHIBIT C u'" o 􀁾􀀠0... DOOLEY ROAD REALIGNMENT/' c U '" /' ADDISON AIRPORT TUNNEL C :J 􀁾􀀠FEBRUARY 14, 1996 U U o /' u 􀁾􀁾􀁌______________
________________________________________________________________________________________________________________-􀁾HDR Engineering, Inc. EXISTING PVMT BE REMOVED 􀁾􀀠ac a. ci jCl -'
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DCATED ELEC. VAULT EXIST. ELEC. VAULT TO BE RELOCATED /􀁾􀀭􀀬􀀢􀀢􀀭􀀭
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-__ 􀀮􀀮􀀮􀀮􀀮􀀭􀁄􀁏􀁏􀁌􀁊􀀺􀁾􀁊􀁾􀁏􀁁􀁏__ _-i--G--􀁾􀁾.--(36' F-F')..........􀁾􀀢􀀧􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠EXIST. R.O.W. 􀁾􀁾􀀠RELOCATED ELEC. VAULT EXIST. ELEC. VAULT ______
--TO BE RELOCATED ___ -----􀁾􀀠􀁾􀀧􀁉􀁴􀀴􀁹􀀠--􀁾􀀠􀀺􀀱􀀢􀀢􀀢􀀢􀀢􀀧􀁾􀁾􀀩􀀭􀀭􀀭􀀻􀁾􀂥􀀺􀀭􀀨􀁾􀁥􀀮􀀭􀁾z SCALE' 1"-50' G 􀁾􀁜􀁊___ 'r..1.\':::;5􀁜􀁾􀀠􀀧􀁲􀀮􀀮􀁾􀁜􀀮􀀮􀁜􀁾􀁾􀀠􀁣􀀧􂂬􀀮􀁾􀀠/'
--I ___ 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠EXHIBIT B DOOLEY ROAD REALIGNMENT ADDISON AIRPORT TUNNEL FEBRUARY 14,1996 !ill. HDR Englneetlng, Inc.