Resolution 2021-18RESOLUTION NO. 2021-18(R)
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE,
TEXAS, DETERMINING A PUBLIC NECESSITY TO ACQUIRE
CERTAIN PROPERTIES FOR PUBLIC USE FOR RIGHTS -OF -WAY (IN
FEE SIMPLE), TEMPORARY CONSTRUCTION EASEMENTS AND
RELATED IMPROVEMENTS FOR THE CONSTRUCTION, EXPANSION,
ACCESS, REPAIR, MAINTENANCE AND REPLACEMENT OF
EUBANKS LANE (FROM HWY 78 TO APPROXIMATELY 1,000 FEET
NORTH OF CENTENNIAL DRIVE); GIVING NOTICE OF AN OFFICIAL
DETERMINATION TO ACQUIRE CERTAIN PROPERTIES FOR PUBLIC
USE FOR RIGHTS -OF -WAY (IN FEE SIMPLE), TEMPORARY
CONSTRUCTION EASEMENTS AND RELATED IMPROVEMENTS FOR
THE CONSTRUCTION, EXPANSION, ACCESS, REPAIR,
MAINTENANCE AND REPLACEMENT OF EUBANKS LANE (FROM
HWY 78 TO APPROXIMATELY 1,000 FEET NORTH OF CENTENNIAL
DRIVE); AUTHORIZING THE CITY MANAGER OF THE CITY OF
WYLIE, TEXAS, TO ESTABLISH PROCEDURES FOR ACQUIRING THE
RIGHTS -OF -WAY (IN FEE SIMPLE), TEMPORARY CONSTRUCTION
EASEMENTS AND RELATED IMPROVEMENTS, OFFERING TO
ACQUIRE SAID PROPERTY RIGHTS, VOLUNTARILY, FROM THE
LANDOWNERS THROUGH THE MAKING OF BONA FIDE OFFERS;
APPROPRIATING FUNDS; PROVIDING FOR REPEALING, SAVINGS
AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN
EFFECTIVE DATE.
WHEREAS, the City Council of the City of Wylie, Texas ("City Council") has
investigated and determined that there is a public necessity for the acquisition, by, of certain
parcels of rights -of -way (in fee simple), temporary construction easements and related
improvements (collectively, "ROWs and Easements") on the real property described and depicted
in Exhibit A, all of which are attached hereto and incorporated herein for all purposes (collectively,
"Properties"); and
WHEREAS, it is the intent of the City of Wylie, Texas ("Wylie") to acquire the necessary
ROWs and Easements on the Properties for the purpose of, among other things, the construction,
expansion, access, repair, maintenance and replacement of and/or improvements to public
facilities; specifically, ROWs and Easements for the construction of and/or improvements to
Eubanks Lane (from Hwy 78 to approximately 1,000 feet north of Centennial Drive) (collectively,
the "Projects") for the purposes of, among other things, paving improvements; and
WHEREAS, the City Council has further investigated and determined that the Projects are
necessary for public use; and
WHEREAS, there may be improvements located on some of the Properties acquired for
these Projects and such improvements may be required to be moved prior to the beginning of these
Projects; and
1
Resolution No. 2021-18(R) Acquisition of Property from Hwy 78 to Approximately 1000 Feet North of Centennial Dr
WHEREAS, the City Manager, or his designee ("City Manager"), is authorized to make a
bona fide offer ("Bona Fide Offer") to acquire each of the ROWs and Easements on the Properties
for public use; and
WHEREAS, the City Council has investigated and determined that the passage of this
Resolution complies with all applicable laws.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
WYLIE, TEXAS:
SECTION 1: Findings Incorporated. The findings set forth above are incorporated into
the body of this Resolution as if fully set forth herein.
SECTION 2: Acquisition of Properties. The City Council hereby determines that there is
a public necessity for, and the public welfare and convenience will be served by, the acquisition
of the ROWs and Easements on the Properties, and it is Wylie's intent to acquire the ROWs and
Easements for public use as more generally depicted in Exhibit A, attached hereto, specifically for
the purposes of, among other things, the construction, expansion, access, repair, maintenance and
replacement of and/or improvements of the Projects.
SECTION 3: Authority of City Manager/Bona Fide Offer. The City Manager is hereby
authorized to contract, on behalf of the City Council, with professional appraisers for appraisal
services and with attorneys for preparation of title opinions needed by Wylie from time to time in
connection with the acquisition of the ROWs and Easements on the Properties for the purposes of,
among other things, the construction, access, repair, maintenance and replacement of and/or
improvements to the Projects. The City Council hereby ratifies any contracts entered into, prior
to the effective date of this Resolution, by the City Manager with professional appraisers for
appraisal services and with attorneys for preparation of title opinions needed for the acquisition of
the ROWs and Easements on the Properties. To this end, the City Manager shall negotiate and
make Bona Fide Offers to acquire the ROWs and Easements on the Properties from the subject
landowners voluntarily.
SECTION 4: Determination of Just Compensation. The City Manager is hereby
authorized and directed to examine and rely on the independent appraisal reports and other
information to make a determination as to the establishment and approval of a fair market value
offer and the just compensation for the ROWs and Easements on the Properties for the purpose of
negotiating for the acquisition of the ROWs and Easements as well as making the Bona Fide
Offers. After such consideration, the City Manager shall establish and approve the amount
determined to be just compensation for acquisition of said ROWs and Easements and shall have
the authority to execute any and all documents necessary to complete the acquisition of the same.
SECTION 5: Authority to Make an Offer. Upon establishment and approval by the City
Manager of the amount of just compensation for the acquisition of the ROWs and Easements on
the Properties, the City Manager is authorized to negotiate the acquisition of the ROWs and
Easements and to send a written Bona Fide Offer to the each of the landowners of said Properties
for the acquisition of said ROWs and Easements at the full amount determined and established to
be just compensation therefore, and to negotiate with said landowners on behalf of Wylie to acquire
the ROWs and Easements voluntarily.
2
Resolution No. 2021-18(R) Acquisition of Property from Hwy 78 to Approximately 1000 Feet North of Centennial Dr
SECTION 6: Authority to Execute Documents. The City Manager is hereby authorized
to execute all documents necessary to acquire the ROWs and Easements on the Properties needed
for the Projects, on behalf of Wylie, by purchase. The City Council hereby ratifies any documents
executed, prior to the effective date of this Resolution, by the City Manager which were necessary
for the acquisition of the ROWs and Easements on the Properties for the Projects.
SECTION 7: Disposal of Improvements. The City Manager is hereby authorized to sell
such surplus improvements, if any, located on the ROWs and Easements acquired in connection
with these Projects, should they interfere with the intended use and enjoyment of said ROWs and
Easements.
SECTION 8: Source of Funds. The amount to be paid, if any, for acquiring the ROWs and
Easements on the Properties for the Projects will be appropriated from any lawful source.
SECTION 9: Savings/Repealing. All provisions of any resolution in conflict with this
Resolution are hereby repealed to the extent they are in conflict. Any remaining portion of
conflicting resolutions shall remain in full force and effect.
SECTION 10: Severability. Should any section, subsection, sentence, clause or phrase of
this Resolution be declared unconstitutional or invalid by a court of competent jurisdiction, it is
expressly provided that any and all remaining portions of this Resolution shall remain in full force
and effect. The City Council hereby declares that it would have passed this Resolution, and each
section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections,
subsections, sentences, clauses, and phrases be declared unconstitutional or invalid.
SECTION 11: Effective Date. This Resolution shall take effect immediately from and
after its passage.
DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE,
TEXAS, on this 13th day of July, 2021.
ATTEST:
impikt
Stephanie Storm, City Secretary
atthew Porter, Mayor
or
( Vr. r'>Ja
3
Resolution No. 2021-18(R) Acquisition of Property from Hwy 78 to Approximately 1000 Feet North of Centennial Dr
Exhibit A
4
Resolution No. 2021-18(R) Acquisition of Property from Hwy 78 to Approximately 1000 Feet North of Centennial Dr
EXHIBIT A
PARCEL NO. 1
RIGHT OF WAY DEDICATION
274 SQ. FT. (0.0063 ACRES)
BEING a 274 square foot (0.0063 acre) tract of land situated in the Francisco De La Pina
Survey, Abstract No. 688, City of Wylie, Collin County, Texas, and being part of that tract of
I land described in Warranty Deed to C.T. Beckham, as recorded in Volume 5266, Page
1434 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.), and also being a
1 part of Lot 1, Block A of Woodlake Village, an Addition to the City of Wylie, Texas, as
recorded in Cabinet G, Page 386, Map Records of Collin County, Texas, and being more
particularly described as follows:
BEGINNING at a set 1/2-inch iron rod with a yellow plastic cap stamped "HALFF"
(hereinafter referred to as "with HALFF cap") for the northwest end of a corner clip located
at the intersection of the north line of S.H. 78 (variable width right-of-way), with the east line
of Eubanks Lane (County Road 389, a 32.5 foot wide right-of-way dedicated by said
Woodlake Village addition), and being on the north line of a 5,724 square foot right-of-way
deed to the State of Texas as recorded in Volume 5266, Page 5809, O.P.R.C.C.T.;
THENCE North 00 degrees 30 minutes 31 seconds East, with said east line of Eubanks
Lane, a distance of 11.63 feet to a set 1/2-inch iron rod with "HALFF" cap for corner;
THENCE South 46 degrees 23 minutes 03 seconds East, departing said east line and over
and across said Lot 1, a distance of 40.54 feet to a set 1/2-inch iron rod with "HALFF" cap
on said north line of S.H. 78 and north line of said 5,724 square foot State of Texas tract;
THENCE South 89 degrees 06 minutes 37 seconds West, along said north lines, a distance
of 12.08 feet to a found 5/8-inch iron rod with a "TXDOT" cap for the southeast end of the
aforementioned corner clip;
THENCE North 46 degrees 26 minutes 18 seconds West, along said corner clip, a distance
of 23.97 feet to the POINT OF BEGINNING AND CONTAINING 274 square feet or 0.0063
acres of land, more or less
The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone (4202),
based on ties to City of Wylie Monuments CM 1, CM 2, CM 3, CM 4 and CM 5.
I, Andrew J. Shafer, a Registered Professional Land Surveyor, hereby certify that the legal
description hereon and the accompanying plat of even date represent an actual survey
made on the ground under my supervision.
,---re-.--....a`iUFr
AFbisFt
t,..\AhoU-Cw LkFeb.Fed. 16zozi ..................'
Andrew J. Sh(er r
ANDREWJ. SHAFER C
�
Registered Professional Land Surveyor ao 5017 , ".V1
Texas No. 5017 r Fesstot t
TBPELS Firm No. 10029600 '§vs4vg,
Page 1 of 2 Feb., 2021
LD_ROW PARCEL-1-34066.docx.docx
6
1
1
x
(CAI.LED 0.133 ACRE TRACT)
AIM BUNTING
INSTR. NO. 20121 029001374 060
5' z 5' WATER EASEMENT
INSTR. NO. 20091218010003070
0.P.R.C.C.T.
24' ACCESS AND
UTILITY EASEMENT
INSTR. NO. 20091218010003070
noorrT
/SLOT 1. BLOCK A
AIeNEE AUDITION
BLOC'h A, LOT I
INSTR. NO.
X110111210010003070
10h4 BAYOU TECIIE
INVESTMENT. L1.C.
A TEXAS LIMITED
LLABILITI COMP ANY
INSTR. N0.
20130 1030000 I [SO I0
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POINT OF BEGINNING
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-..-a---•2e1.: 7il
STATE 0i TEXAS . . 20•CASELIFJIT AND .0.W. TO IC..
BOC. NO. 2002-0195911 N TH TEXAS CWAL STATE OF TEXAS
VOL. 5326, PG. 010194 BT DOC. NO.20D2-0I95909
><WAT R OIPTRI T
O.P.R.C.C.7. VOL, 4.q, .T. .7P i VOL. 5326.PG. 010179
,�4,D.)%C.C.T0.P.R.C.C.T.
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25 50 75 100
5/8' FIR
W/TXDDT
CAP
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SCALE: 1"=50'
LOCATION MAP
NOT TO SCALE
LOT 1, BLOCK A
WOODIAEE \'ILL AGE
CAB. G, PG. 306
P.R.C.C.T.
(CALLED U5.754 ACRE TRACT)
C.T. BECELI.AAI
DOC. NO. 2002-0I4I.I 1
VOL. 5266, PG. l•134
O.P.It.C.C.T.
PARCEL NO. 1
RIGHT-OF-WAY
DEDICATION
274 SO. FT.
(0.0063 ACRES)
S46°2310 E SutoYY AEEWV TT
—40.54'CAB. G.PG.-38
J— FACET.
—SO• BUILDING Leff
CAB. G. PG. 366
P.R.C.C.T.
etNa
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•---3T,81'
L1/2' SIR
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(C.M.I
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20'EASEMENT AND R.O.W. 7,0
'ORTN-TEXAS TOWICPAC
—WATER DISTRICT—'
9013744T
ojtt.C'Ii-`T�-
- 1T
15.724 S0. F7.1
STATE OF TEXAS
DOC. N0. 2002-0141865
VOL. 5266, PG. 5809
TATE HIGHWAY 78
(VARIABLE rIDTH
NOTE:
The Basis of Bearing Is the Texas Coordinate
System of 19B3. North Central Zane (4202). based
an ties to City of Wylie Monuments CM 1,CM 2,
CM 3. CM 4 and CM 5.
LEGEND
I/2'SIR 1/2-INCH SET IRON ROD WITH YELLOW
W/CAP PLASTIC CAP STAMPED 'HALFF'
FIR FOUND IRON ROD
UNABLE TO SET
C.M. CONTROL MONUMENT
R.O.W. RICHT-OF-WAY
DOC. NO. DOCUMENT NUMBER
INSTR. NO. INSTRUMENT NUMBER
O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY.TEXAS
P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY.TEXAS
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Page 2 of 2
EXHIBIT A
PARCEL NO.1 RIGHT-OF-WAY DEDICATION
274 SQ. FT. OR (0.0063 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
HALFF.
HALFF ASSOCIATES, INC. ENGINEERS - SURVEYORS
1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75081-2275
TBPELS FIRM NO. 10029600 (214)348-6200 AVO. 34066 FEBRUARY. 2021
EXHIBIT A
PARCEL NO. 2
RIGHT OF WAY DEDICATION
1,482 SQ. FT. (0.0340 ACRES)
BEING a 1,482 square foot (0.0340 acre) tract of land situated in the Francisco De La Pina
Survey, Abstract No. 688, City of Wylie, Collin County, Texas, and being part of that 0.133
acre tract of land described in Special Warranty Deed to Mike Bunting, as recorded in
Instrument Number 20121029001374960 of the Official Public Records of Collin County,
Texas (O.P.R.C.C.T.), and being more particularly described as follows:
BEGINNING at a set crow's foot in concrete for the northeast corner of said 0.133 acre
tract, being the southeast corner of a 1.50 acre tract of land described in Warranty Deed to
Charles A. Bunting and Margaret P. Bunting, as recorded in Instrument Number 93-
0059736, O.P.R.C.C.T., and being in the center of Eubanks Lane (County Road 389, a
variable width right-of-way);
THENCE South 00 degrees 30 minutes 31 seconds West, with the east line of said 0.133
acre tract and the center of Eubanks Lane, a distance of 45.60 feet to a set magnail with a
washer stamped "HALFF" for the southeast corner of said 0.133 acre tract, said point being
the northeast corner of a variable width right-of-way, as dedicated by the McKee Addition,
Block A, Lot 1, an addition to the City of Wylie, as recorded in Volume 2009, Page 449,
O.P.R.C.C.T.;
THENCE North 89 degrees 46 minutes 22 seconds West, departing said center of Eubanks
Lane and along the common south line of said 0.133 acre tract and north line of said right-
of-way dedication, a distance of 32.50 feet to a found 1/2-inch iron rod with plastic cap
stamped "RPLS 5686" at the northeast corner of said Lot 1, Block A of the McKee Addition;
THENCE North 00 degrees 30 minutes 31 seconds East, departing said common line and
over and across said 0.133 acre tract, a distance of 45.60 feet to a set 1/2-inch iron rod with
a yellow plastic cap stamped "HALFF" on the common north line of said 0.133 acre tract
and south line of said 1.50 acre tract;
THENCE South 89 degrees 46 minutes 22 seconds East, along said common line, a
distance of 32.50 feet to the POINT OF BEGINNING AND CONTAINING 1,482 square feet
or 0.0340 acres of land, more or less.
The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone (4202),
based on ties to City of Wylie Monuments CM 1, CM 2, CM 3, CM 4 and CM 5.
I, Andrew J. Shafer, a Registered Professional Land Surveyor, hereby certify that the legal
description hereon and the accompanying plat of even date represent an actual survey
made on the ground under my supervision.
raw.
Andrew J. Shafer,
Registered Professional Land Surveyor
Texas No. 5017
TBPELS Firm No. 10029600
deb./G,.Zoz(
Page 1 of 2 Feb., 2021
LD ROW PARCEL-2-34066.docx.docx
0 25 50 75 100
1/2' FIR
Iln concrete)
(C.M.)
190.83'
S89°46'22"E
32.50'
1/2' SIR
W/CAP
lA E I
(CALLED 0.130 ACRE TRACT) I
MINE BUNTING 'Cml
INSTR. NO.
"-0I IUZD001374U60 _VI
0.P.R.C.C.T.
SCALE: 1 "=50'
,•
t•
� CSC \fiVn
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66
(CALLED 1.50 ACRE TRACT)
CHARLES A. BUNTING
AND AIARGARET P. BUNTING
DOC. NO. 93-0059736
0.P.R.C.C.T.
S89'46'22'E
o I
? • i. i
1/2' FIR 1I I j
W/'RPL( 'FIR CAP ///III%%%
(C.M.) N89°46'22"Wh.
5' x 5' WATER EASEMENT 32.50'
VOL. 2009. PG. 449
O.P. LC.C.T. I
�U24' ACCESS AND
UTILITY EASEMENT
VOL. 2009.PG. 449-\
O.P.R.C.C.T.
/ •I
/ /LOT 1, BLOCK A
\ICKGE ADDITION
BLOCK A, LOT 1 I
VOL. 2009, PG. -149 ' 1
0.P.R.C.C.T.
DKJ DAVOU TECIIE
INVESTMENT, LLC,
A TEXAS LIMITED
LIABILITY COMPANY
INSTR. NO.
20130(03000016010
0.P.R.C.C.T.
NOTE.
The Basle of Bearing Is the Texas Coordinate
System of 1993. North Central Zone (4202). based
on Iles to City of Wylie Monuments CM I,CM 2.
CM 3. CM 4 and CM 5.
I FGEND
I/2'SIR 1/2-INCH SET IRON ROD WITH YELLOW
W/CAP PLASTIC CAP STAMPED 'HALFF'
FIR FOUND IRON ROD
U.T.S. UNABLE TO SET
C.M. CONTROL MONUMENT
R.O.W. RIGHT-OF-WAY
DOC. NO. DOCUMENT NUMBER
INSTR. NO. INSTRUMENT NUMBER
P.R.C.C.T.0.P.R.C.C.T PLAT)AL REC RDSCOFECORDS OF COLLN COUNTLLW Y.TE%ASNTY,TE%AS Page 2 of 2
I1.
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11.1 F
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SET CRAW'$
FOOT ON s�
EDGE OF II
CONCRETE
I
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00ID Ir 1l `�1
W Li 9.:.
I,a,6u
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NAIL; W/WA R N,
STAMPED 'HAL F' I i
I
I
POINT OF
BEGINNING
PARCEL NO. 2
RIGHT-OF-WAY
DEDICATION
1,482 SO. FT.
(0.0340 ACRES)
Wto
Vdu
wd woo -
Zs
Zs
LOT 1, BLOCK A
IV00DLAKE VILLAGE
CAB. G, PG. 30G
P.R.C.C.T.
(CALLED 15.734 ACRE TRACT)
C.T. BECKHAM
DOC. NO. 2002-0141411
VOL. 326G, PC. 1.13.1
0.P.R.C.C.T.
EXHIBIT A
PARCEL NO. 2 RIGHT-OF-WAY DEDICATION
1,482 SQ. FT. OR (0.0340 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
HALFF'
HALFF ASSOCIATES. INC. ENGINEERS - SURVEYORS
1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75081.2275
TBPELS FIRM NO. 10029600 (214)346-6200 AMC. 34066 FEBRUARY. 2021
EXHIBIT A
PARCEL NO. 3
RIGHT OF WAY DEDICATION
11,323 SQ. FT. (0.2599 ACRES)
BEING a 11,323 square foot (0.2599 acre) tract of land situated in the Francisco De La
Pina Survey, Abstract No. 688, City of Wylie, Collin County, Texas, and being part of
that 1.50 acre tract of land described in Warranty Deed to Charles A. Bunting and
Margaret P. Bunting, as recorded in Instrument Number 93-0059736, of the Official
Public Records of Collin County, Texas (O.P.R.C.C.T.), and being more particularly
described as follows:
BEGINNING at a set crow's foot in concrete for the southeast corner of said 1.50 acre
tract, a point in the center of Eubanks Lane (County Road 389, a variable width right-of-
way), said point also being the northeast corner of a 0.133 acre tract of land described
in Special Warranty Deed to Mike Bunting, as recorded in Instrument Number
20121029001374960 (O.P.R.C.C.T.), also being on the west line of a 32.5 foot wide
right-of-way dedicated by the Plat of Woodlake Village, an Addition to the City of Wylie,
Texas, as recorded in Cabinet G, Page 386, Map Records of Collin County, Texas;
THENCE North 89 degrees 46 minutes 22 seconds West, departing said center of
Eubanks Lane and along the common south line of said 1.50 acre tract and north line of
said 0.133 acre tract, a distance of 32.50 feet to a set 1/2-inch iron rod with a yellow
plastic cap stamped "HALFF" for corner;
THENCE North 00 degrees 30 minutes 31 seconds East, departing said common line
and over and across said 1.50 acre tract, a distance of 339.91 feet to a point (unable to
set) on the common north line of said 1.50 acre tract and south line of a 100-foot wide
Kansas City Southern Railroad Company right-of-way, described in Deed without
Warranty, as recorded in Instrument Number 94-0096329, O.P.R.C.C.T., said point
being on a non -tangent circular curve to the right having a radius of 5,679.58 feet and
whose chord bears North 62 degrees 47 minutes 57 seconds East, a distance of 36.71
feet;
THENCE Northeasterly, along said common line and said curve, through a central angle
of 00 degrees 22 minutes 13 seconds, for an arc distance of 36.71 feet to a set magnail
with a washer stamped "HALFF" for the northeast corner of said 1.50 acre tract, being
the northwest corner of said 32.5 foot wide right-of-way dedicated by the Woodlake
Village addition, and in the center of Eubanks Lane;
THENCE South 00 degrees 30 minutes 31 seconds West, departing said south line and
along the common east line of said 1.50 acre tract and west line of said 32.5 foot wide
right-of-way dedication, a distance of 356.82 feet to the POINT OF BEGINNING AND
CONTAINING 11,323 square feet or 0.2599 acres of land, more or less.
Page 1 of 3 Feb., 2021
LD ROW PARCEL-3-34066.docx.docx
EXHIBIT A
PARCEL NO. 3
RIGHT OF WAY DEDICATION
11,323 SQ. FT. (0.2599 ACRES)
The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone (4202),
based on ties to City of Wylie Monuments CM 1, CM 2, CM 3, CM 4 and CM 5.
I, Andrew J. Shafer, a Registered Professional Land Surveyor, hereby certify that the legal
description hereon and the accompanying plat of even date represent an actual survey
made on the ground under my supervision.
or0 to i. 4 red. /6, R oz(
Andrew J. Shafer
Registered Professional Land Surveyor
Texas No. 5017
TBPELS Firm No. 10029600
Page 2 of 3 Feb., 2021
LD ROW PARCEL-3-34066.docx.docx
0 25 50 75 100 `,�\\r>i>
4t`.•\
SCALE: 1"=50' 0.2sA'"
\ S> `S .0\LY 0•
SO. \t•.Y`0. tl•
V
�100'EASEMENT AND
R.O.W. TO NORTH TEXAS
MUMCPAL WATER DISTRICT
VOL. 684. PG. B63
D.R.C.C.T.
1/2' FIR
W/'RPLS 5034'
CAP
s;t,'0,t
A= 00°22'13"
R= 5,679.58'
L= 36.71'
CL= 36.71'
CB= N62°47'57"E
Ar 02'12'52'
Rr 5679.58'
L: 219.51'
CL= 219.50'
CB. N 61'30'25' E
(CALLED 1.30 ACRE. TRACT)
CNARLES A. DU\TIFF,
AND \I ARGARF..T P. BUNTING
DOC. NO. 03-0059730
0.P.R.C.C.T.
--ft.)
fve
1 ANDREVV.I. SAFER
S89'46'22'E
1/2' FIR
(In concrete)
IC.M.)
PARCEL NO. 3
RICHT-OF-WAY
DEDICATION
11,323 SO. FT.
(0.2599 ACRES)
1/2' SIR
W/CAP
190.53'
(CALLED 0.133 .\CUE TR.UT)
MIKE RANTING
INSTR. NO. 20121029001374960
0.11.11.C.C.T.
iu
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_ oN
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Z3_________421aar. 11J
so Ps
� g :° fe /• / �iCj
03 - / 2 %/
W'1- ,
nn
I�
jWlo
7 . W^.:
' 3 VI '.V
l
Ila.-.-, ) 9-
_ SET,. 5S
it .: FOOT ON I H
LOGE O
EDGE 'OF ,
1 ;'3 CONCRP,TE 1
I,
LOCATION MAP
NOT TO SCALE
1. LOT 1. BLOCK ❑
I i
`W'QOIIL\AE VILLAGE
CAB O, I'G :RID
N00°30'31"E
NOTE,
The Basis of Bearing Is the Texas Coordinate
System of 1983. North Central Zone (42021. based
on ties to City of Wylie Monuments CM 1, CM 2,
CM 3. CM 4 and CM 5.
NO0'30'31'E
g I FGEND
I I/2'SIR 1/2-INCH SET IRON ROD WITH YELLOW
W/CAP PLASTIC CAP STAMPED 'HALFF'
FIR FOUND IRON ROD
U.T.S. UNABLE TO SET
CONTROL MONUMENT
R.O.W. RIGHT-OF-WAY
DOC. NO. DOCUMENT NUMBER
INSTR. NO. INSTRUMENT NUMBER
O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY,TE%AS
P.R.C.C. T. PLAT RECORDS OF COLLIN COUNTY.TEXAS
45.60'
•
1/2' FIR
W/RPLS
5686 CAP
Page 3 of 3
0
17
0
Tn
(
h
N89°4\6'4"
3251
LOT 1. BLOC): A
WOODLAICE VILLAGE
CAB. G, PG. 300
I'.R.C.C.T.
(C \CLEO 15.734 .\C RE TRACT)
C.T. BECKHAM
DOC. NO. 2002-014 1.111
VOL. 3206, PG. 1434
0.P. IT. C.C.T.
POINT OF BEGINNING
EXHIBIT A
PARCEL NO. 3 RIGHT-OF-WAY DEDICATION
11,323 SQ. FT. OR (0.2599 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
■■■ HALFF.
HALFF ASSOCIATES. INC. ENGINEERS -SURVEYORS
1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75081-2275
TBPELS FIRM NO. 10029600 (214)346-6200 AVO. 34066 FEBRUARY, 2021
EXHIBIT A
PARCEL NO. 4
RIGHT OF WAY DEDICATION
2,454 SQ. FT. (0.0563 ACRES)
BEING a 2,454 square foot (0.0563 acre) tract of land situated in the Francisco De La
Pina Survey, Abstract No. 688, City of Wylie, Collin County, Texas, and being part of
that tract of land described in Special Warranty Deed to North Texas Municipal Water
District, as recorded in Instrument Number 20121121001491090 of the Official Public
Records of Collin County, Texas (O.P.R.C.C.T.), and being a part of Lot 1, Block B of
Woodlake Village, an Addition to the City of Wylie, Texas, as recorded in Cabinet G,
Page 386, Map Records of Collin County, Texas, and being more particularly described
as follows:
BEGINNING at a found 5/8-inch iron rod with a plastic cap stamped "Gorrondona
Assoc." for the northwest end of a corner clip located at the intersection of the north line
of Centennial Drive (60-foot wide right-of-way) with the east line of Eubanks Lane
(County Road 389, a 32.5 foot wide right-of-way dedicated by said Woodlake Village
addition);
THENCE North 00 degrees 30 minutes 31 seconds East, with said east line of Eubanks
Lane, a distance of 41.16 feet to a set 1/2-inch iron rod with a yellow plastic cap
stamped HALFF (hereinafter referred to as "with HALFF cap") for comer;
THENCE South 44 degrees 32 minutes 20 seconds East, departing said east line and
over and across said Lot 1, a distance of 21.20 feet to a set 1/2-inch iron rod with
HALFF cap at the beginning of a non -tangent circular curve to the left having a radius of
410.00 feet and whose chord bears North 78 degrees 30 minutes 35 seconds East, a
distance of 161.64 feet;
THENCE Easterly, continuing across said Lot 1, through a central angle of 22 degrees
44 minutes 13 seconds, for an arc distance of 162.70 feet to a set 1/2-inch iron rod with
HALFF cap on said north line of Centennial Drive;
THENCE South 67 degrees 08 minutes 29 seconds West, along said north line, a
distance of 173.58 feet to a found 5/8-inch iron rod with "Gorrondona" cap at the
southeast end of the aforementioned corner clip;
THENCE North 56 degrees 09 minutes 25 seconds West, along said corner clip, a
distance of 16.48 feet to the POINT OF BEGINNING AND CONTAINING 2,454 square
feet or 0.0563 acres of land, more or less.
Page 1 of 3 Feb., 2021
LD ROW PARCEL-4-34066.docx.docx
EXHIBIT A
PARCEL NO. 4
RIGHT OF WAY DEDICATION
2,454 SQ. FT. (0.0563 ACRES)
The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone
(4202), based on ties to City of Wylie Monuments CM 1, CM 2, CM 3, CM 4 and CM 5.
I, Andrew J. Shafer, a Registered Professional Land Surveyor, hereby certify that the
legal description hereon and the accompanying plat of even date represent an actual
survey made on the ground under my supervision.
rcw� F-e6./6,aozl
Andrew J. Shafer
Registered Professional Land Surveyor
Texas No. 5017 TBPELS Firm No. 10029600
ANDREW J. SHAFFR
Page 2 of 3 Feb., 2021
LD ROW PARCEL-4-34066.docx.docx
ee
X
5/8' FIR\
W/'GORRONDONA
ASSOC.' CA
IC.M.) '
POINT OF
BEGIN , ING
L
cO.
1/2' SIR
W/CAP
W
0
M(O.
o •,
O
ZNI
OTh
ri
1 0)
loC
l'\ \\\ 0 \•
`S` Ni CLV6L��T
••" 0•\\LC •
G.
5/8' FIR
W 'GORRONDDNA
[ASSOC.' CAP
(C.M.)
IT�NP+
pC At�Cl
. sCO \NIS g0UCVL
LOT 1, BLOCK I3
WOODLAKE VILLAGE
CAB. G. PG. 386
P.R.C.C.T.
NORTH TEXAS MUNICIPAL WATER DISTRICT
INSTR. NO. 20121.12 1001191090
0.P.R.C.C.T.
15' UTILITY EASEMENT
CAB. G, PG. 386
P.R.C.C.T.
PARCEL N0. 4
RIGHT-OF-WAY
DEDICATION
2.454 SO. FT.
(0.0563 ACRES)
NN
1/2' SIR- .
.4 'so
PROJECT
SITE/
v NOR rx
LOCATION MAP
NOT TO SCALE
i
A= 22°44'13" 20' BUILDING LINE
CAB. G. PG. 386
R= 410.00' P.R.C.C.T.
L= 162.70'
CL= 161.64'
CB= N 78°30'35" E /
i
f� f W/CAP
!� G
W/'
N56°09'25°W�
ore4c1 / . I/2' SIR •
•
c.
601.05. GR,O•
'
GORRONOONd '/�5pA O'c6A'�'/
CAP
(G,M.I
cis.*
ASSOC.'
W=/. it **--:a-
0 ���/ 0S6316 j46
Z of i�i// Z`p eG�.C�1.
'� — .. i_.
rPo
°t 1! ,.,.......,
<4 'W I .: 6.,Zic, VIVA-, cn1` a/St} Ivy;'<' { o•;c:•I\
Q i I ANDREW J. SHAFER 1
03 1 I, ¢
Y:`' 5017
..9 .�. 1pe?. .
NOTE:
The Basis of Bearing Is the Texas Coordinate
System of 1983. North Central Zone (42021. based
on ties to City of Wylie Monuments CM I. CM 2.
CM 3. CM 4 and CM 5.
LEGEND
I/2'SIR I/2-INCH SET IRON ROD WITH YELLOW
W/CAP PLASTIC CAP STAMPED 'HALFF'
FIR FOUND IRON R00
U.T.S. UNABLE TO SET
C.M. CONTROL MONUMENT
R.O.W. RIGHT-OF-WAY
DOC. NO. DOCUMENT NUMBER
INSTR. NO. INSTRUMENT NUMBER
0.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNT Y,TEXAS
P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY.TEXAS
oce OA
Feb, T
Page 3 of 3
LOT 1, BLOCK .1
WOODLAKE VILLAGE
CAD. C, PG. 306
P.R.C.C.T.
(CALLED I5.7G I ACRE TRACT)
C.T. BECKHAM
DOC. NO. 2002-01411.11
VOL. 0526G, PG. 01431
0.P.R.C.C.T.
0 25
5/8' FIR
W/'GORRONDONA
ASSOC.' CAP
(C.M.)
N
50 75 100
SCALE: 1"=50'
EXHIBIT A
PARCEL NO. 4 RIGHT-OF-WAY DEDICATION
2,454 SQ. FT. OR (0.0563 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
HALFF.
HALFF ASSOCIATES, INC. ENGINEERS- SURVEYORS
1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75081-2275
TBPELS FIRM NO.10029600 (214)346-6200 AVO. 34066 FEBRUARY, 2021
EXHIBIT A
PARCEL NO.5
RIGHT OF WAY DEDICATION
7,313 SQ. FT. (0.1679 ACRES)
BEING a 7,313 square foot (0.1679 acre) tract of land situated in the Francisco De La
Pina Survey, Abstract No. 688, City of Wylie, Collin County, Texas, and being part of
that right-of-way described in Deed Without Warranty to The Kansas City Southern
Railroad Company (KCS Railroad Company), as recorded in Instrument Number 94-
0096329 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.), and
being more particularly described as follows:
COMMENCING at a found 1/2-inch iron rod with plastic cap stamped "RPLS 5034" on
the south line of said KCS Railroad Company tract, said point being the northwest
corner of a 1.50 acre tract of land described in Warranty Deed to Charles A. Bunting
and Margaret P. Bunting, as recorded in Instrument Number 93-0059736, O.P.R.C.C.T.,
and being on a circular curve to the right having a radius of 5,679.58 feet and whose
chord bears North 61 degrees 30 minutes 25 seconds East, a distance of 219.50 feet;
THENCE Northeasterly, along the common north line of said 1.50 acre tract and south
line of said KCS Railroad Company tract, and along said curve, through a central angle
of 02 degrees 12 minutes 52 seconds, for an arc distance of 219.51 feet to a point
(unable to set) for the POINT OF BEGINNING of the herein described tract;
THENCE North 00 degrees 30 minutes 31 seconds East, departing said common line
and over and across said KCS Railroad Company tract, a distance of 112.87 feet to a
set 1/2-inch iron rod with a yellow plastic cap stamped "HALFF" on the north line of said
KCS Railroad Company tract, and being on the common south line of a 19.28 acre tract
of land described in Warranty Deed to North Texas Municipal Water District, as
recorded in Volume 684, Page 384, O.P.R.C.C.T., and being on a non -tangent circular
curve to the right having a radius of 5,779.58 feet and whose chord bears North 63
degrees 29 minutes 57 seconds East, a distance of 72.96 feet;
THENCE Northeasterly, along said common line and said curve, passing at an arc
distance of 36.54 feet the southwest corner of a 32.5 foot right-of-way dedication for
Eubanks Bank (County Road 389), as dedicated by the final plat of Woodlake Village
Two, an addition to the City of Wylie, Collin County, Texas, as recorded in Cabinet I,
Page 520, O.P.R.C.C.T., and continuing along the north line of said KCS Railroad
Company tract and south line of said right-of-way dedication, in all through a central
angle of 00 degrees 43 minutes 24 seconds, for a total arc distance of 72.96 feet to a
set 1/2-inch iron rod with a yellow plastic cap stamped "HALFF" at the southwest corner
of Lot 1, Block B of said Woodlake Village Two addition, said point also being the
northwest corner of a 11,492 square foot (22.33 foot wide strip of land) described in
Quitclaim Deed to Texas National Guard Armory Board, as recorded in Instrument
Number 92-0020694, O.P.R.C.C.T.;
Page 1 of 3 Feb., 2021
LD ROW PARCEL-5-34066.docx.docx
EXHIBIT A
PARCEL NO. 5
RIGHT OF WAY DEDICATION
7,313 SQ. FT. (0.1679 ACRES)
THENCE South 00 degrees 30 minutes 31 seconds West, departing said common line
and along the west line of said 22.33 foot wide strip, passing at 24.97 feet the southwest
corner of said strip, and continuing, in all a total distance of 112.13 feet to a found 5/8-
inch iron rod with plastic cap stamped "Gorrondona Assoc." on the south line of said
KCS Railroad Company tract, and being the northwest corner of Lot 1, Block A of the
Woodlake Village, an addition to the City of Wylie, Collin County, Texas, as recorded in
Cabinet G, Page 386, O.P.R.C.C.T., also being the northwest corner a 32.5 foot right-
of-way dedication for Eubanks Bank (County Road 389), as dedicated by the final plat
of Woodlake Village addition, and being on a non -tangent circular curve to the left
having a radius of 5,679.58 feet and whose chord bears South 62 degrees 59 minutes
02 seconds West, a distance of 73.30 feet;
THENCE Southwesterly, along the common south line of said KCS Railroad Company
tract, and north line of said 32.5 foot right-of-way dedication, passing at an arc distance
of 36.59 feet the northwest corner of said 32.5 foot right-of-way dedication, and
continuing along the south line of said KCS Railroad Company tract, in all through a
central angle of 00 degrees 44 minutes 22 seconds, for a total arc distance of 73.30 feet
to the POINT OF BEGINNING AND CONTAINING 7,313 square feet or 0.1679 acres of
land, more or less.
The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone
(4202), based on ties to City of Wylie Monuments CM 1, CM 2, CM 3, CM 4 and CM 5.
I, Andrew J. Shafer, a Registered Professional Land Surveyor, hereby certify that the
legal description hereon and the accompanying plat of even date represent an actual
survey made on the ground under my supervision.
Ad„„ ( AA
^�— TEL. 16,golf
Andrew J. Sh fer
Registered Professional Land Surveyor
Texas No. 5017
TBPELS Firm No. 10029600
Page 2 of 3 Feb., 2021
LD ROW PARCEL-5-34066.docx.docx
(C'.\LI.RD 19.28 1CRC TRACT)
SORTII TEX \S MUNICIPAL
MATER DISTRICT
VOL. 681, PG. 384
A= 00°43'24"
R= 5,779.58'
L= 72.96'
CL= 72.96'
CB= N63°29'57"E
1/2' SIR
W/CAP
o wl
x`a ' aR`s; 3 1.
NV, X-A`450ok0 'c off' a11/2
VOC• 0A t 04 ��
A. 02'12'52' U.T.S. 11;44
IR.5.679.98'
L. 219.51'
CL: 219.50'
C0= N61'30'25'E
AT, zol
POINT OF
BEGINNING
POINT OF
COMMENCING 1
1/2' FIR
N/'RPLS 5034'
CAP
(CALLED 1.50 .1CRE TRAC'I I
EHARLES A. BUNTING
ANI) MARGARET 1'. BUNTING
DOC. NO, 93-01159731i
0.I'.R.C.C: I'.
X
0
<o
o4-¢
RTC:
d
1 1 '
aDi (PARCEL INO. 5
nil RIGHT-OF-WAY
DEDICATION F)
1 0.679SACRES/ =`'
0
1'36 S5,
5/8' FIR
W/GORRONDONA
ASSOC. CAP
NOTE, (C.AI.1
The Basis of Bearing is the Texos Coordinate
System of 19B3. North Central Zone (1202/. based
on tles to City of Wylie Monuments CM I, CM 2,
CM 3, CM 4 ono CM 5.
0 I/CAP
N/AP
FIR
U.T.S.
A
R.O.W.
DOC- NO.
INSTR. N0.
LEGEND
LOT I, BLOC(( "D'.
R(IODLARE VILLAGE TWO
CAD. I. I'G. 5?0
P.R.C.C.T
(CALLED I0.818 ACRE TR \CT)
TEXAS NATION 11. GI: \RD ARMORY DO 1RD
VOL. 3268. PG. 895
D.R.D.C.T'.
1/2' SIR
W/CAP
ACC/
TI`�. /.
���C,,` `\��1
50U R9 Zpv4A /,�
V5 ov �.00.
�; 5•.cj'.
ANIt'0 \;03t? '
.0`40E`C`
` TOC, oX.
5/8' FIR
W/'GORRONDONA
ASSOC: CAP
IC.M.)
A= 00°44'22"
R= 5,679.58'
L= 73.30'
CL= 73.30'
CB= S62°59'02°W
1/2-INCH SET RON ROD WITH YELLOW
PLASTIC CAP STAMPED 'HALFF'
FOUND IRON ROD
UNABLE TO SET
CONTROL MONUMENT
RIGHT-OF-WAY
DOCUMENT NUMBER
INSTRUMENT NUMBER
OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY,TEXAS
PLAT RECORDS OF COLLIN COUNTY,TEXAS
rl
0
15' UTILITY EASEMENT
CAB. G. PG. 386
P.R.C.C.T,
Page 3 of 3
LOCATION MAP
NOT TO SCALE
0 25 50
75 100
SCALE: 1 "=50'
LOT I. BLOCK II
\i'OODL.\NE VILLAGE
LAD. G. I'G. :186
I'.R.C.U.T.
NORTII TEXAS %ILNIUIPAI.
11ATER DISTRICT
INSTR. NO. 20 121 12100 1.0/1090
0. P.R.C. C.T.
20' BUILDING LINE
CAB. G. PG. 386
P.R.C.C.T.
G
EXHIBIT A
PARCEL NO. 5 RIGHT-OF-WAY DEDICATION
7,313 SQ. FT. OR (0.1679 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
HALFF'
HALFF ASSOCIATES, INC. ENGINEERS -SURVEYORS
1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75081-2275
TBPELS FIRM NO. 10029600 (214)346-6200 AV0.34066 FEBRUARY, 2021
EXHIBIT A
PARCEL NO. 6
RIGHT OF WAY DEDICATION
2,501 SQ. FT. (0.0574 ACRES)
BEING a 2,501 square foot (0.0574 acre) tract of land situated in the Francisco De La
Pina Survey, Abstract No. 688, City of Wylie, Collin County, Texas, and being part of
that 19.28 acre tract of land described in Warranty Deed to North Texas Municipal
Water District, as recorded in Volume 684, Page 384 of the Official Public Records of
Collin County, Texas (O.P.R.C.C.T.), and being more particularly described as follows:
BEGINNING at a set 1/2-inch iron rod with a yellow plastic cap stamped "HALFF"
(hereinafter referred to as with "HALFF" cap) for the northeast corner of said 19.28 acre
tract, on the west line of Eubanks Lane (County Road 389, a variable width right-of-
way), and being on the south line of a tract of land described in deed to Dallas Area
Rapid Transit Property Acquisition Corporation (DART), as recorded in Volume 3424,
Page 126, O.P.R.C.C.T.;
THENCE South 00 degrees 30 minutes 31 seconds West, departing said south line and
with the east line of said 19.28 acre tract and said west line of Eubanks Lane, a
distance of 140.43 feet to a set 1/2-inch iron rod with "HALFF" cap at the southeast
corner of said 19.28 acre tract, said point being on the northeast line of a 100-foot wide
Kansas City Southern Railroad Company (KCS Railroad Company) right-of-way,
described in Deed without Warranty, as recorded in Instrument Number 94-0096329,
O.P.R.C.C.T., and being on a non -tangent circular curve to the left having a radius of
5,779.58 feet and whose chord bears South 63 degrees 14 minutes 07 seconds West, a
distance of 19.69 feet;
THENCE Southwesterly, departing said Eubanks Lane, and along the common south
line of said 19.28 acre tract and north line of said KCS Railroad Company tract, and
along said curve, through a central angle of 00 degrees 11 minutes 43 seconds, for an
arc distance of 19.69 feet to a set 1/2-inch iron rod with "HALFF" cap for corner;
THENCE North 00 degrees 30 minutes 31 seconds East, departing said common line
and over and across said 19.28 acre tract, a distance of 145.39 feet to a set 1/2-inch
iron rod with "HALFF" cap on the common north line of said 19.28 acre tract and south
line of said DART tract;
THENCE North 77 degrees 27 minutes 21 seconds East, along said common line, a
distance of 17.97 feet to the POINT OF BEGINNING AND CONTAINING 2,501 square
feet or 0.0574 acres of land, more or less.
Page 1 of 3 Feb., 2021
LD ROW PARCEL-6-34066.docx.docx
EXHIBIT A
PARCEL NO. 6
RIGHT OF WAY DEDICATION
2,501 SQ. FT. (0.0574 ACRES)
The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone
(4202), based on ties to City of Wylie Monuments CM 1, CM 2, CM 3, CM 4 and CM 5.
I, Andrew J. Shafer, a Registered Professional Land Surveyor, hereby certify that the
legal description hereon and the accompanying plat of even date represent an actual
survey made on the ground under my supervision.
F46. /6,2o2f
Andrew J. Shafer
Registered Professional Land Surveyor
Texas No. 5017
TBPELS Firm No. 10029600
Page 2 of 3 Feb., 2021
LD ROW PARCEL-6-34066.docx.docx
E
3
iSXR ( ItotD T—t*sIT i
(T\I\lPIl,l\ ,T T'i 11-1tp0PO1„NiIOi;fp,:FtiPk02
'
II
ck00_____DL\`
t&t1;G.,�_—II •
IR%/CAP .2
17.97'
I II
N77°27'21"E
�.
,�--�- 1/2'SIR JI II
�- W/CAP I
IA
(CALLED 10.28 ACRE TRACT) V' 1I
NORTH TEXAS MUNICIPAL —I
WATER DISTRICT •I It
\'OL. 684, PG. 384
D.R.C.C.T.
PARCEL NO. 6
RIGHT-OF-WAY
DEDICATION
2.501 S0. FT.
(0.0574 ACRES)
1/2• SR
W/CAP
1
/--
.. (E U\`•
"\<t`A 'O ‘...0. •
•
s VAO' O.
A. 02'12'52'
R. 5.679.50'
L= 219.51'
CL= 219.50'
CB: N6170'25'E
1/2• FIR
W/'RPLS 5034'
CAP IC.M.1
0 ?EA{kw\� 16
l'i?yJ`p.‘,,A.•
0S.
A. DO.4422•
R. 5.679.58'
L. 73.30'
CI,. 73.30'
CB= N62.59'0YE
0
T YA
S GNAIL
W/WASHER
I TAMPED
'RALFF'
D
AI= 00°11'43"
ft= 5,779.58'
L- 19.69'
CL=19.69'
B= S63°14'07°W
)
5/8' FIR
W/GCRRONDONA
ASSOC. CAP
IC.M.1
NOTE:
The Basis of Bearing Is the Texas Coorelnote
System of 1983, North Central Zone 142021, based
on ties to City of Wylto Monuments CM 1, CM 2.
CM 3. CM 4 and CM 5.
LEGEND
1/2'SIR
W/CAP
FIR
U.T.S.
C.M.
R.O.W.
00C. NO.
INS1R. N0.
O.PF.C.C.T.
1/2-INCH SET IRON ROO WITH YELLO
PLASTIC CAP STAMPED 'HALFF'
FOUND IRON ROO
UNABLE TO SET
CONTROL MONUMENT
RIGHT-OF-WAY
DOCUMENT NUMBER
INSTRUMENT NUMBER
OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY.TEXAS
PLAT RECORDS OF COLLIN COUNTY.TEXAS
16'11,031,
N105 PART OF240
ACRL IRAC1 Of ONOIFt26 1892
OS
CORUAN.EI U ON FEB 52,PAG6.1%552
' 06.
1µ RECORDED S ;AWORESER SEPT£UfiA nisi C11?
t6.1G �''04 T AP ?203, PAGE 23�.0
pow ATED NVOW
As
LOT I, BLOCK "B"
il'OODLAEE VILLAGE TWO
CAE. I. PG. 590
(CALLED 10.310 ACRE TRACT)
TEXAS NATIONAL GUARD ARMORY BOARD
COL. 3268. PG. 093
D.R.D.C.T.
Ley
5/WEIR
W/GORRONOONA
ASSOC. CAP
IC.M.1
LLI
tO
LOCO
,-
-Ocr
Q2
7tJ
N
.EN
r• sr .
' ANDREW J. SHAFER �)
1
5017 •1;
1P
i'/{�FH5t1�?��
t�U
Page 3 of 3
LOCATION MAP
NOT TO SCALE
•\CNC 4�(\
•
P vOt' OY.
R" vS`u� � . Gfl0
LOT 1, BLOCK D
W00DLAEE VILLAGE
CAB. G. PG. 386
P.It.I .C.T.
NORTH TEXAS MUNICIPAL
WATER DISTRICT
INSTR. NO. 22.01.21121001491090
(1.1'.I4.C.C.T.
0 25
/
50 75
SCALE: 1"=50'
100
EXHIBIT A
PARCEL NO. 6 RIGHT-OF-WAY DEDICATION
2,501 SQ. FT. OR (0.0574 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
HALFF.
•
HALFF ASSOCIATES, INC. ENGINEERS -SURVEYORS
1201 NORTH BOWSER ROAD- RICHAROSON, TEXAS -75061-2275
TBPELS FIRM NO.10029600 (214)346-6200 AVO. 34066 FEBRUARY,2021
EXHIBIT A
PARCEL NO. 7
RIGHT OF WAY DEDICATION
463 SQ. FT. (0.0106 ACRES)
BEING a 463 square foot (0.0106 acre) tract of land situated in the Francisco De La
Pina Survey, Abstract No. 688, City of Wylie, Collin County, Texas, and being part of
that 11.587 acre tract of land described in Warranty Deed to North Texas Municipal
Water District, as recorded in Volume 3713, Page 417 of the Official Public Records of
Collin County, Texas (O.P.R.C.C.T.), and being more particularly described as follows:
BEGINNING at a point (unable to set) for the northeast corner of said 11.587 acre tract,
said point being in the center of Eubanks Lane (County Road 389, a variable width
right-of-way) and on the south line of County Road 383;
THENCE South 01 degree 31 minutes 13 seconds West, with the east line of said
11.587 acre tract and the center of Eubanks Lane, a distance of 13.50 feet to a point
(unable to set) for the southeast corner of said 11.587 acre tract, said point being on the
north line of a tract of land described in deed to Dallas Area Rapid Transit Property
Acquisition Corporation (DART), as recorded in Volume 3424, Page 126, O.P.R.C.C.T.;
THENCE South 77 degrees 27 minutes 21 seconds West, departing said center of
Eubanks Lane and along the common south line of said 11.587 acre tract and north line
of said DART tract, a distance of 27.90 feet to a set 1/2-inch iron rod with a yellow
plastic cap stamped "HALFF" for corner;
THENCE North 00 degrees 30 minutes 31 seconds East, departing said common line
and over and across said 11.587 acre tract, a distance of 20.45 feet to a set 1/2-inch
iron rod with a yellow plastic cap stamped "HALFF" on the common north line of said
11.587 acre tract and south line of said County Road 383;
THENCE South 88 degrees 07 minutes 27 seconds East, along said common line, a
distance of 27.42 feet to the POINT OF BEGINNING AND CONTAINING 463 square
feet or 0.0106 acres of land, more or Tess.
The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone
(4202), based on ties to City of Wylie Monuments CM 1, CM 2, CM 3, CM 4 and CM 5.
I, Andrew J. Shafer, a Registered Professional Land Surveyor, hereby certify that the
legal description hereon and the accompanying plat of even -date represent an actual
=ta.
survey made on the ground under my supervision.
rt-u." /J' Feb. /4 at/(ANDREW J. SHAFER r.
Andrew J. Sh fer
Registered Professional Land Surveyor
Texas No. 5017
TBPELS Firm No. 10029600
:q 5017
90=UF1V9
Page 1 of 2 Feb., 2021
LD ROW PARCEL-7-34066.docx.docx
0 25 50 75
N
100
SCALE: 1 "=50'
(C.ILLEIS PI?{ 02 ACRE TJ;ufT)
T{!t� I Z >
N01:qIr�I T4:K� S \IUXICdDIt
1WAT'ER-UJSTRICTCJ 0
VOL. 3'd4tfrl'G. 417
D.I :11C.T.
1/2'FIR
cc.h41
l
-I
n1
ut SR ' ��t Ci .4 I
DOG DROP ROAD C.R. 383 WicAP It
_ _ (PRIVATE ROAD) / L
3///-xa'_-CtTT
(CALLED 11..587 ACRE TRACT) " "M
TRACT 2 1/2' SIR
NURTII TEX 1S MUNICIPAL W/CAP
WATER DISTRICT -
VOL. 3713, PG. .117 --__--
MJ J W
>>
C.E.
r 0
/2' FIR
38T22'00'E 428.06' 1C.M.1 ),.'
NO.
BEARING
DISTANCE
LI
S01'31'13'W
13.50'
L2
S77'27'21'W
27.90'
L3
N00'30'31•E
20.45'
L4
583'07'21•E
27.42'
(CALLED 1.67 ACRE TRACT)
RONDERI LLC
INSTR. NO. 201004 13000353660
0.P.R.C.C.T.
LOCATION MAP/
NOT TO SCALE/7
/
1%POINT OF
EL N01 7
RIGHT
=�ataicTION
n FT.
IlAl.l, \5 .! 11lSI'CIU !\Tlll� CltF,l� Y.U�
mtv.x
AI �I}<lt�lt Tll T4N1 �R'CI(}I IAA • °. }Ul
R 1 I
L
j4_ I
—
i
1
' )t.. tU �t C,1• '.
(GILLED 19.28 ACRE TRACT)
NORT11 TEXAS NI IINICH'AL
1I ATER DISTRICT
VOL. 601, PC. 304
D.R.C.C.T.
1/2' FIR
W/•RPLS 5686'
CAP (C.M.1
NE CORNER OF
McKEE ADM.
LOT I, BLK A
IV. 2009. P. 4491
NOTE:
The Basis of Bearing Is the Texas Coordinate
System of I963.North CentralZone 142021, eased
on ties to City of Wylie Monuments CM I, CM 2.
CM 3. CM 4 and CM 5.
LEGEND
1/2'SIR
IV/CAP
FIR
C.M.
R.O.W.
DOC. NO.
INS TR. N0.
0.P.R.C.C.T.
1/2-INCH SET IRON ROD WITH YELLOW
PLASTIC CAP STAMPED 'HALFF'
FOUND IRON ROO
UNABLE TO SET
CONTROL MONUMENT
RIGHT-OF-WAY
DOCUMENT NUMBER
INSTRUMENT NUMBER
OFFICIAL PUBLIC RECORDS OF COLLIN COUNTT,TEXAS
PLAT RECORDS OF COLLIN COUNTY.TEXAS
vt
t6 L:Q." d..t
•I ANDREW,I, SHAFER t":
jj'a
Page 2 of 2
s as ESC
I a,
I ✓
f~ • RmE PAR} Of A
0W' R.O.AS I Of `E RO
0.0y 1892
ACRE10 1.0.51 RES pFRO
CONVEYEDpN.E POB
LRO 131 1JOS .0.Sp P SRESERVED
O SEP}EZ 1
ROAD 0Y 0..0. OOS 0• PAGE
VOL -f
A55}A}ED ��- i-
t �
/
Av\
LOT 1. BLOCK "D"
IV00DLANE VILLAGE TWO
CAD. 1. PG. 520
(CALLED 10.318 .ACRE TRACT)
'TEXAS NATIONAL GUARD ARMORY BOARD
VOL. 3268, PG. 005
tV•XY0 R, /
.4x • µ6 Nv)\-- C N
to
o
X\L\\. " \tCC•
EXHIBIT A
PARCEL NO. 7 RIGHT-OF-WAY DEDICATION
463 SQ. FT. OR (0.0106 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
HALFF'
HALFF ASSOCIATES, INC. ENGINEERS -SURVEYORS
1201 NORTH BOWSER ROAD - RICHARDSON. TEXAS - 750813275
TBPELS FIRM NO. 10029600 (214)346-6200 AVO. 34066 FEBRUARY. 2021
EXHIBIT A
PARCEL NO. 8
RIGHT OF WAY DEDICATION
7,118 SQ. FT. (0.1634 ACRES)
BEING a 7,118 square foot (0.1634 acre) tract of land situated in the Francisco De La
Pina Survey, Abstract No. 688, City of Wylie, Collin County, Texas, and being part of
that 142.262 acre tract of land described in Warranty Deed to North Texas Municipal
Water District, as recorded in Volume 3713, Page 417 of the Official Public Records of
Collin County, Texas (O.P.R.C.C.T.), and being more particularly described as follows:
BEGINNING at a set magnail with a washer stamped "HALFF" for the southeast corner
of said 142.262 acre tract, being at the intersection of the west line of Eubanks Lane
(County Road 389, a variable width right-of-way) with the called centerline of Country
Road 383 (variable width right-of-way);
THENCE North 88 degrees 07 minutes 30 seconds West, departing said west line of
Eubanks Lane and along the common south line of said 142.262 acre tract and said
center of County Road 383, a distance of 14.80 feet to a set 1/2-inch iron rod with a
yellow plastic cap stamped "HALFF" (hereinafter referred to as with "HALFF" cap) for
corner;
THENCE North 00 degrees 30 minutes 31 seconds East, departing said common line
and over and across said 142.262 acre tract, a distance of 184.13 feet to a set 1/2-inch
iron rod with "HALFF" cap for corner;
THENCE North 01 degree 00 minutes 31 seconds East, continuing across said 142.262
acre tract, a distance of 221.37 feet to a set 1/2-inch iron rod with "HALFF" cap for
corner, said point being the beginning of a non -tangent circular curve to the right having
a radius of 1,082.50 feet and whose chord bears North 01 degree 00 minutes 04
seconds East, a distance of 14.01 feet;
THENCE Northerly, continuing across said 142.262 acre tract and along said curve,
through a central angle of 00 degrees 44 minutes 30 seconds, for an arc distance of
14.01 feet to a set 1/2-inch iron rod with "HALFF" cap for corner, said point being on the
westerly extension of the south line of a 0.1164 acre right-of-way dedication described
in right-of-way deed to County of Collin, as recorded in Volume 3227, Page 437,
O.P.R.C.C.T.;
THENCE South 88 degrees 39 minutes 23 seconds East, passing at a calculated
distance of 2.50 feet the southwest comer of said 0.1164 acre tract, and continuing
along the south line of said 0.1164 acre tract, in all a total distance of 18.23 feet to a set
1/2-inch iron rod with "HALFF" cap for corner on the east line of said 142.262 acre tract;
Page 1 of 4 Feb., 2021
LD ROW PARCEL-8-34066.docx.docx
EXHIBIT A
PARCEL NO. 8
RIGHT OF WAY DEDICATION
7,118 SQ. FT. (0.1634 ACRES)
THENCE South 01 degree 15 minutes 23 seconds West, departing said south line and
with the east line of said 142.262 acre tract and said called west line of Eubanks Lane,
a distance of 419.62 feet to the POINT OF BEGINNING AND CONTAINING 7,118
square feet or 0.1634 acres of land, more or less.
The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone
(4202), based on ties to City of Wylie Monuments CM 1, CM 2, CM 3, CM 4 and CM 5.
I, Andrew J. Shafer, a Registered Professional Land Surveyor, hereby certify that the
legal description hereon and the accompanying plat of even date represent an actual
survey made on the ground under my supervision. ♦
C,e et
rag ! �O' l
ANDREWJ. SHAPER GIj
5017
SUR���
sr�
Andrew J. Shafer
Registered Professional Land Surveyor
Texas No. 5017
TBPELS Firm No. 10029600
Page 2 of 4 Feb., 2021
LD ROW PARCEL-8-34066.docx.docx
100
SCALE: 1 "=50'
ATCH LINE
_ 11
nI1'I
(VI
Eli, 1 ,1
la'
c+a
I'
(CALLED l•I2.262 ACRE TRWIC,U cI
TRAC
NORTII TEX.I:
WATER D
VOL. 371.
D.R.
111
DOG DROP ROAD, A.K.A. C.R. 383 i/2' SIRS
(PRIVATE ROAD) _ w/cAP
3H, — ---
(CALLED 11.567 ACRE TRACT)
a sg
TRACT 2
NORTH TEXAS MUNICIPAL
WATER DISTRICT
VOL. 3713. PG. 117 ..
D.R.C.C.T.- - --
'9
I >a I
\IUNICIPs� -- 01 11
UC'T 1r L� Z.
P0. I L9
1/2' SIR
Vi/CAP
U li
O CY
(i C
C
1
f
LLGLNU
1/2'SIR I/2-INCH SET IRON ROD WITH YELLOW
W/CAP PLASTIC CAP STAMPED 'HALFF'
FIR FOUND IRON ROD
U.T.S. UNABLE TO SET
C.M. CONTROL MONUMENT
RIGHT-OF-WAY
DOCUMENT NUMBER
INSTRUMENT NUMBER
OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY.TEXAS
PLAT RECORDS OF COLLIN COUNTY.TEXAS
r
v
w
W
th
AllX Cgg35 TL 0P ECOOL'0 'T l''.Il-
1
CUIICO EC?It:CO.0'ICl3T,ETBV TON
f
V'ER�`cNi STNI ICS
VOL. 0.11CC.T•
NOTE.
The Basis of Bearing Is the
Texas Coordinate System of
1983. North Centro) Zone 142021.
based on tles to Clty of Wylie
Monuments CM 1. CM 2. CM 3.
CM 4 and CM 5.
1/2' FIR
WPRPLS 5686'
CAP (C.M.1
DOC. N0.
INSTR. N0.
0.P.R.C.C.T.
P.R.C.C.T.
NE CORNER OF
McKEE ADDN.
LOT I, ELK A
IV. 2009. P. 449)
PISS
I
i
�IP J
nPARCEL NO.8
RIGHT-OF-WAY
DEDICATION
7,118 SO. FT.
(0.1634 ACRES)
'OINT OF
EGINNIN
SET k4AG
NAIL w�-
NAS� ER
N88 67,20",
I-i-'
I AN.
I i
_ - pT� Ex=
Page 3 of 4
LOCATION MAP
NOT TO SCALE
(CALLED 1.67 ACRE TRACT)
AONDURU LLC
INSTR. NO. 20100113000353660
0.P.R.C.C.T.
sco \->
INJE.O.N.6 ?PRI OF A
110' R•O'W'}RAci APES tfROM 1892
NA-COWELtE. 10AT.ON FEDIDI p+p E069
I E FIND RECORDED
RESERVED VOAA Is PUBICaotC,7.1
O AI T.tI V E 201.PAGE
A5 53 A1E0
EXHIBIT A
PARCEL NO. 8 RIGHT-OF-WAY DEDICATION
7,118 SQ. FT. OR (0.1634 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
HALFF
HALFF ASSOCIATES. INC. ENGINEERS -SURVEYORS
1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75061-2275
TBPELS FIRM NO.10029600 (214)346-6200 AVO, 34066 FEBRUARY, 2021
8
tl
S88°39'23"E
18.23'
1/2' SIR
W/CAP
A= 0°44'30"
R= 1082.50'
L= 14.01'
CL= 14.01'
CB= N 01°00'04" E
0
z
I/2' SIR
W/CAP
(2310
Z1i
1/2`SIR
W/GAP
I
MATCH LINE SHEET
NOTE:
The Basis of Hoodoo Is the Texas Coordinate
System of 1983. North Central Zone (42021. based
on ties to City of Wylie Monuments CM I. CM 2.
CIA 3. CM 4 and CM 5.
LEGEND
I/2'SIR 1/2-INCH SET IRON ROD WITH YELLOW
W/CAP PLASTIC CAP STAMPED 'HALFF' .
FIR FOUND IRON R00
U.T.S. UNABLE TO SET
C.M. CONTROL MONUMENT
R,O.W. RIGHT-OF-WAY
00C. NO. DOCUMENT NUMBER
INSTR. N0. INSTRUMENT NUMBER
O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY.TEXAS
P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY,TEKAS
1 ))
))
))
)I
))
5' UTILITY EASEMENT
)) INSTR. 740. 20070131010000260
11 0.P.R.C.C.T.
%!'- )/
1J
00
u INSTR. NO. 20070131010000260
. F 0.P.R.C.C.T.
OPEN SPACE
LOT 52. BLOCK B
DEDICATED TO THE
CITY OF WYLIE
11
II LOT 9. BLOCK R
Ii — 3' WATER METER EASEMENT
25' BUILDING LINE 1
INSTR. 740, 20070131010000260 1 1\ \
0.P.R.C.C.T. \
LOCATION MAP
NOT TO SCALE
AMENDED PLAT OF
WYLIE LAKES. PHASE IA
INSTR. NO. 20070131010000260
0.P.R.C.0 T.
LOT IU, HLOCIC 8
10' WATER LINE EASEMENT
INSTR. N0. 20070131010000260
0.P.R.C.C.T.
o
Li L/
K
Z
3 OF 4
PARCEL NO. 8
RIGHT-OF-WAY
DEDICATION
0.1634 ACRES
(7.118 S0. FT.)
v``
049
(1ANDREW J. SHAFERt'
1'I
4 1 5017ai.
V5F\ -FF'551,.i O
fly, am
Page 4 of 4
S1J 141 IDEVI. 61')D
(CALLED 2.08 ACRE TRACT)
GT CONSTRUCTION, INC.
DOC. N0. 2005-0083532
VOL. 5946, PG. 00999
0 25 50 75 100
SCALE: 1 "=50'
EXHIBIT A
PARCEL NO. 8 RIGHT-OF-WAY DEDICATION
7,118 SQ. FT. OR (0.1634 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
■�■ HALFF
was
HALFF ASSOCIATES, INC. ENGINEERS -SURVEYORS
1201 NORTH BOWSER ROAD - RICHARDSON. TEXAS - 75081-2275
TBPELS FIRM NO. 10029500 (214)345-6200 AVO. 34066 FEBRUARY, 2021
EXHIBIT A
PARCEL NO. 9
RIGHT OF WAY DEDICATION
9,837 SQ. FT. (0.2258 ACRES)
BEING a 9,837 square foot (0.2258 acre) tract of land situated in the Francisco De La
Pina Survey, Abstract No. 688, City of Wylie, Collin County, Texas, and being part of
that 1.67 acre tract of land described in Quitclaim Deed to Konduru LLC, as recorded in
Instrument Number 20100413000353660 of the Official Public Records of Collin
County, Texas (O.P.R.C.C.T.), and being more particularly described as follows:
COMMENCING at a 1/2-inch iron rod found at the northeast corner of said 1.67 acre
tract, being the common southeast comer of a 2.08 acre tract of land described in
Warranty Deed to GT Construction, Inc., as recorded in Volume 5946, Page 999,
O.P.R.C.C.T., also being on the west line of a 22.123 acre tract described in Warranty
Deed to The Kansas City Southern Railway Company, as recorded in Volume 4421,
Page 1929, O.P.R.C.C.T.;
THENCE North 87 degrees 22 minutes 00 seconds West, departing said west line and
along the common south line of said 2.08 acre tract and north line of said 1.67 acre
tract, a distance of 394.61 feet to a point within a tree for the POINT OF BEGINNING of
the herein described tract;
THENCE South 01 degree 00 minutes 31 seconds West, departing said common line
and over and across said 1.67 acre tract, a distance of 68.89 feet to a set 1/2-inch iron
rod with a yellow plastic cap stamped "HALFF" at an angle point in said line;
THENCE South 00 degrees 30 minutes 31 seconds West, continuing across said 1.67
acre tract, a distance of 204.25 feet to a set 1/2-inch iron rod with a yellow plastic cap
stamped "HALFF" on the common south line of said 1.67 acre tract and north line of a
tract of land described in deed to Dallas Area Rapid Transit Property Acquisition
Corporation (DART), as recorded in Volume 3424, Page 126, O.P.R.C.C.T.;
THENCE South 77 degrees 27 minutes 21 seconds West, along said common line, a
distance of 38.83 feet to a point (unable to set) at the southwest comer of said 1.67 acre
tract, said point being in the center of Eubanks Lane (County Road 389, a variable width
right-of-way), and being the common southeast corner of a called 11.587 acre tract of
land described in Warranty Deed to North Texas Municipal Water District, as recorded
in Volume 3713, Page 417, O.P.R.C.C.T.;
THENCE North 01 degree 31 minutes 13 seconds East, departing said common line,
and along said center of Eubanks Lane, and the common west line of said 1.67 acre
tract and east line of said 11.587 acre tract, passing at a calculated distance of 13.50
feet the northeast corner of said 11587 acre tract, and continuing along said center of
Eubanks Lane and west line of said 1.67 acre tract, in all a total distance of 283.19 feet
to a found 1/2-inch iron rod at the northwest corner of said 1.67 acre tract, and being the
common southwest corner of said 2.08 acre GT Construction, Inc. tract;
Page 1 of 3 Feb., 2021
LD_ROW PARCEL-9-34066.docx.docx
EXHIBIT A
PARCEL NO. 9
RIGHT OF WAY DEDICATION
9,837 SQ. FT. (0.2258 ACRES)
THENCE South 87 degrees 22 minutes 00 seconds East, along the aforementioned
common south line of said line 2.08 acre tract and north line of said 1.67 acre tract, a
distance of 33.45 feet to the POINT OF BEGINNING AND CONTAINING 9,837 square
feet or 0.2258 acres of land, more or less.
The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone
(4202), based on ties to City of Wylie Monuments CM 1, CM 2, CM 3, CM 4 and CM 5.
I, Andrew J. Shafer, a Registered Professional Land Surveyor, hereby certify that the
legal description hereon and the accompanying plat of even date represent an actual
survey made on the ground under my supervision.
,bt et tv/% Feb. /6, a AA(
afer 4 ANDREW J. SHAFER
Andrew J. Sh
Registered Professional Land Surveyor
Texas No. 5017
TBPELS Firm No. 10029600
5017
sstO}P
su.v,�
Page 2 of 3 Feb , 2021
LD ROW PARCEL-9-34066.docx.docx
FIR
4 R.O.W.
DOC. NO.
INSTR. NO.
P.R.C.C.T.
VOL. 3713, PO. 417 -/
D.It.C.C.T. _/- I
-�- 1 1'Itl\N51'TCIO�/ y
DNLIAS NON
1¶TAC;VI 'QS;TT:\TIi1I ICS. ''--2---'
V:I CIVIL �1.�
\'Eli: 11.1t.1' .('.T. I
NOTE:
The Basis of Bearing is the Texas Coordlnate
System of 1963, North Central Zone (42021, based
an ties to City of Wylie Monuments CM I. CM 2.
CM 3. CM 4 and CM 5.
LEGEND
I/2'SIR I/2-INCH SET IRON ROD WITH YELLOW
W/CAP PLASTIC CAP STAMPED 'HALFF'
FOUND IRON ROD
UNABLE TO SET
CONTRDL MONUMENT
RIGHT-OF-WAY
DOCUMENT NUMBER
INSTRUMENT NUMBER
OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY.TEXAS
PLAT RECORDS OF COLLIN COUNTY,TE%AS
0 25 50 75 100
SCALE: 1"=50'
-J
LULU
Ct
uJ '
U
z
w
r"
((.\I.LED 112.262 ACRE TR\CT)
TRACT I
NORTII TEXAS MUNICIPAL
WATF.R DISTRICT
VOL. 37 I3, I'C. 417
D.R.(.C.T.
trii.
Il J✓
5
Cj w
z
o CC
CJ
S8�p
2:00jE
3.45' 1
I/2' FIR."�
IC.M.)
I.OII
II
I
L
• _ /- CENTERLINE 8F C.R. 387 -- -r.`'A L
DOG DROP ROAD (C.R. 383) 4` f "" . W
_-_ __ PRIVATE ROAD)
T--
(CALLED I RU7 ACRE fay,—
L.yi 3—
(
R\CT ''
NORTII TEXAS \IL NI('IPAL I_--
IT. -\TER DISTRICT -
CO
I �
I.._:�_
t
h,.\LI.ED 2.08 \('RF: 'I'ItACTI
CT CoNSTRU( 'H ON. INC,
DOC. NO. 0005-UU11II532
VOI 5946, PC. UU99D
O.P,R.C.( .T.
POINT FOR
CORNER 1/2' FIR
IIN TREE) IC.M.1
'•� N87'22'OD'Wv 394.61'
POINT OF
BEGINNING
' `I/2' SIR
Im W/CAP
1
\ 1.ANLREW,J. -IAF ER E
aO\\.OQ
•S..I. i\i.S
/'� �0�. Jf01 FUFI
Page 3 of 3
POINT OF
COMMENCING
PARCEL NO. 9
RIGHT-OF-WAY
DEDICATION
. FT.
(0.22585ACRES)
LOCATION MAP
NOT TO SCALE
(CALLED 1.67 -\('RE TRACT)
EONDGRD I.I.0
INSTR. NO. 20100•I 13000353000
O.P.R.C.C.T.
38.83' ,
L
RV ROE 9.031.
. �'pf 4
40 ACRE
lftaCT1 of LL4ND 1892
CORM40,E1 UR ON'D 4a6E 506.
1892
JOE8Us'R0p.Wp VOLURE RSREDFOSERS I,IA10.19D
1C11.1
IA BR 1.44 VOLUME E5203 440E 23
ROAD ---IRNE0 W - ---- - - -
A5 S -�-
PN
EXHIBIT A
PARCEL NO. 9 RIGHT-OF-WAY DEDICATION
9,837 SQ. FT. OR (0.2258 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
pip HALFF.
HALFF ASSOCIATES. INC. ENGINEERS -SURVEYORS
1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS -75081-2275
TBPELS FIRM NO. 10029600 (214)346-6200 AVO. 34066 FEBRUARY, 2021
EXHIBIT A
PARCEL NO. 10
RIGHT OF WAY DEDICATION
5,410 SQ. FT. (0.1242 ACRES)
BEING a 5,410 square foot (0.1242 acre) tract of land situated in the Francisco De La
Pina Survey, Abstract No. 688, City of Wylie, Collin County, Texas, and being part of
that 2.08 acre tract of land described in Warranty Deed to GT Construction, Inc., as
recorded in Volume 5946, Page 999, of the Official Public Records of Collin County,
Texas (O.P.R.C.C.T.), and being more particularly described as follows:
COMMENCING at a 1/2-inch iron rod found at the southeast corner of said 2.08 acre
tract, being the common northeast corner of a 1.67 acre tract of land described in
Quitclaim Deed to Konduru LLC, as recorded in Instrument Number
20100413000353660, O.P.R.C.C.T., also being on the west line of a 22.123 acre tract
described in Warranty Deed to The Kansas City Southern Railway Company, as
recorded in Volume 4421, Page 1929, O.P.R.C.C.T.;
THENCE North 87 degrees 22 minutes 00 seconds West, departing said west line and
along the common south line of said 2.08 acre tract and north line of said 1.67 acre
tract, a distance of 394.61 feet to a point within a tree for the POINT OF BEGINNING of
the herein described tract;
THENCE North 87 degrees 22 minutes 00 seconds West, continuing along said
common line, a distance of 33.45 feet to a found 1/2-inch iron rod for the southwest
corner of said 2.08 acre tract in the center of Eubanks Lane (County Road 389, a
variable width right-of-way), and being the common northwest corner of said 1.67 acre
tract;
THENCE North 01 degree 31 minutes 13 seconds East, departing said common line,
and along said center of Eubanks Lane, and the west line of said 2.08 acre tract a
distance of 165.06 feet to a point (unable to set) at the northwest corner of said 2.08
acre tract, and being on the south line of a 1.7031 acre right-of-way dedication
described in right-of-way deed to County of Collin, as recorded in Volume 3227, Page
442, O.P.R.C.C.T.;
THENCE South 88 degrees 39 minutes 23 seconds East, along the common south line
of said 1.7031 acre tract and north line of said 2.08 acre tract, passing at a calculated
distance of 29.46 feet the southeast corner of said 1.7031 acre tract, same being the
southwest corner of the Amended Plat of Wylie Lakes, Phase 1A, an addition to the City
of Wylie, as recorded in Instrument Number 20070131010000260, O.P.R.C.C.T.; and
continuing along the common north line of said 2.08 acre tract and south line of Block B
of said Wylie Lakes, Phase 1A, in all a total distance of 31.96 feet to a set 1/2-inch iron
rod with a yellow plastic cap stamped "HALFF" for corner, said point being the
beginning of a non -tangent circular curve to the left having a radius of 1,017.50 feet and
whose chord bears South 00 degrees 59 minutes 46 seconds West, a distance of 13.41
feet;
Page 1 of 3 Feb., 2021
LD ROW PARCEL-10-34066.docx.docx
EXHIBIT A
PARCEL NO. 10
RIGHT OF WAY DEDICATION
5,410 SQ. FT. (0.1242 ACRES)
THENCE Southerly, departing said common line and over and across said 2.08 acre
tract, and along said curve, through a central angle of 00 degrees 45 minutes 19
seconds, an arc distance of 13.41 feet to a set 1/2-inch iron rod with a yellow plastic cap
stamped "HALFF" at the point of tangency;
THENCE South 01 degree 00 minutes 31 seconds West, continuing across said 2.08
acre tract, a distance of 152.41 feet to the POINT OF BEGINNING AND CONTAINING
5,410 square feet or 0.1242 acres of land, more or less
The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone
(4202), based on ties to City of Wylie Monuments CM 1, CM 2, CM 3, CM 4 and CM 5.
I, Andrew J. Shafer, a Registered Professional Land Surveyor, hereby certify that the
legal description hereon and the accompanying plat of even date represent an actual
survey made on the ground under my supervision.
lei. r6, 2074
Andrew J. Shafer
Registered Professional Land Surveyor
Texas No. 5017
TBPELS Firm No. 10029600
1 ANDREW J. SHAFER
5017 ri
ticiftFS S1�+'p' �?
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Page 2 of 3 Feb., 2021
LD ROW PARCEL-10-34066.docx.docx
tt
1
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mb c
S8? 39'23'E
131.96'�
25 50 75
0
SCALE: 1 "=50'
Fg s� Olatitt
((ALLED 142.262 ACRE TRACT)
TRACT 1
NORTH TEXAS MUNICIPAL
WATER DISTRICT
VOL. 3713, PG. 417
1/2' FIR
IC.M.1
NOTE:
The Basis of Bearing Is the Texas Coordinate
System of 1983, North Central Zone 142024 based
on ties to City of Wylle Monuments CM I. CM 2.
CM 3, CM 4 and CM 5.
LEGEND
1/2'SIR
W/CAP
FIR
U.T.S.
C.M.
R.D.W.
DOC. NO.
INSTR. N0.
0.P.R.C.C.T.
P.R.C.C.T.
LOT 9, BLOCK B
II
II AMENDED PLAT OF
YLIE LAKES, PHASE
II INSTR. NO. 200701310100
II 0.P.R.C.C.T.
II
OPEN SPACE
LOT 52. BLOCK n, DEDICATED TO THE
CITY OF WYLIE
II 1/2' SIR
W/CAP
I/2�
W/CAP
yqr
i111 PARCEL NO. 10
RIGHT-OF-WAY
�r1 DEDICATION
� 5,410 SO. FT.
1•(0.1242 ACRES)
1 ! 1
1
A
260
LOT 10. BLOCK, B
A= 00°45'19"
R= 1,017.50'
L= 13.41'
CL= 13.41'
CB= SOO°59'46"W
I�
W "N87°22'00"W
33.45'
POINT OF
BEGINNING
POINT FOR
CORNER
(IN TREE)
I/2-INCH SET IRON ROD WITH YELLOW
PLASTIC CAP STAMPED 'HALFF'
FOUND IRON ROD
UNABLE TO SET
CONTROL MONUMENT
RIGHT-OF-WAY
DOCUMENT NUMBER
INSTRUMENT NUMBER
OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY.TEXAS
PLAT RECORDS OF COLLIN COUNTY,TEXAS
LOCATION MAP
NOT TO SCALE
(CALLED 2.08 ACRE TRACTI
GT CONSTRUCTION, INC.
DOC. N0. 2005-0083532
VOL. 5946, PG. 00999
0.P.R.C.C.T.
POINT OF
COMMENCING+
39I/2' FM `
N87'22'00'W - - - z— - - — - - (C.M4.61'
(CALLED 1.67 ACRE TRACT)
KONDIIRU LLC
INSTR. NO. 20100413000353660
0.P.R.C.C.T.
Page 3 of 3
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:O 4OOIANDREW J. SHAFER5017 ` s s(q.%' `••$••,}
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EXHIBIT A
PARCEL NO. 10 RIGHT-OF-WAY DEDICATION
5,410 SQ. FT. OR (0.1242 ACRES)
SITUATED IN THE
FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688
CITY OF WYLIE, COLLIN COUNTY, TEXAS
FOR
CITY OF WYLIE
PREPARED BY
HALFF'
HALFF ASSOCIATES, INC. ENGINEERS - SURVEYORS
1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75081-2275
TBPELS FIRM NO, 10029600 (214)346.6200 AVO. 34066 FEBRUARY, 2021