HomeMy WebLinkAboutRES 091316-V - PCN Acquisition Mays StRESOLUTION NO. 091616-V
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
GEORGETOWN, FINDING PUBLIC CONVENIENCE AND
NECESSITY AND AUTHORIZING EMINENT DOMAIN
PROCEEDINGS, IF NECESSARY, FOR ACQUISITION OF REAL
PROPERTY TO EFFECTUATE CERTAIN PUBLIC ROAD AND
UTILITY INFRASTRUCTURE IMPROVEMENTS; AND
ESTABLISHING AN EFFECTIVE DATE.
WHEREAS, in order to facilitate the safety and movement of traffic and to preserve the
financial investment of the public in its roadways and utility infrastructure, and protect the safety
of the public, the City of Georgetown (the "City") hereby finds that public convenience and
necessity requires the acquisition in fee simple of that certain tract of land totaling 0.731 acres,
and the acquisition of a public utility easement totaling 0.535 acres (the "Property"), more or less,
described as follows:
Being a 0.731 acre (31,834 square foot) tract of land situated in the J.S. Patterson
Survey, Abstract No. 502, and the Francis A. Hudson Survey, Abstract 295,
Williamson County, Texas more fully described by metes and bounds and sketch
in Exhibit "A" attached hereto.
Being a 0.535 acre (23,292 square foot) tract of land situated in the J.S. Patterson
Survey, Abstract No. 502, and the Francis A. Hudson Survey, Abstract 295,
Williamson County, Texas more fully described by metes and bounds and sketch
in Exhibit "B" attached hereto.
Exhibits A and B are incorporated herein by reference as if fully set out, for public road. right of
way and a public utility easement, over under and across the Property located in Williamson
County, Texas, and for the purposes of laying out, opening, constructing, reconstructing,
maintaining, widening, straightening, extending, and operating the extension of Mays Street in
Williamson County, Texas.
WHEREAS, as provided for in Section 251.001, 273.001 of the Texas Local Government
Code, and under the general authority granted in Section 311.001 of the Texas Transportation
Code, the City finds and determines that the Property is necessary. or convenient as a part of the
roadway system for the purposes of laying out, opening, constructing, reconstructing, maintaining,
widening, straightening, extending, and operating the hereinafter described Project in Williamson
County, Texas, including utility improvements, public drainage utility infrastructure
improvements, the construction of cut/fill slopes, and/or other public uses and purposes related
thereto as permitted by law (hereinafter the "Project ),.and it is necessary to acquire fee simple
title in the Property or such lesser property interests as set forth in the attached exhibits. The City
finds and determines that condemnation of the Property may be required.
Resolution No. Gotk-61U-Y
Date adopted: It 1, 1'6 1 20ILp
Finding Public Convenience & Necessity for the acquisition of real property
from Alpha Westinghouse Ventures, LLC (Mays Street Extension) Pagel of 4
IT IS THEREFORE ORDERED that the initiation of condemnation proceedings for the
Property is adopted and authorized by a single order for the Property, and this first vote by the City
applies to all of the Property identified in the attached exhibits.
IT IS FURTHER ORDERED that the City Attorney is hereby authorized to proceed to
condemnation on the Property, if necessary, and directed to transmit or cause to be transmitted this
request of the City to legal counsel to file or cause to be filed against all owners, lienholders, and
any owners of any other interests in the Property, proceedings in condemnation to acquire in the
name of and on behalf of the City, fee simple title to the Property or such lesser estates or property
interests as are more fully described in the attached exhibits, save and except oil, gas, and sulfur,
as provided by law, as follows:
Being a 0.731 acre (31,834 square foot) tract of land situated in the J.S. Patterson
Survey, Abstract No. 502, and the Francis A. Hudson Survey, Abstract 295,
Williamson County, Texas more fully described by metes and bounds and sketch
in Exhibit "A" attached hereto.
Being a 0.535 acre (23,292 square foot) tract of land situated in the J.S. Patterson
Survey, Abstract No. 502, and the Francis A. Hudson Survey, Abstract 295,
Williamson County, Texas more fully described by metes and bounds and sketch
in Exhibit `B" attached hereto.
WHEREAS, in order to effectuate the Project, it will be necessary and convenient that the
employees, agents, and/or representatives of the City .to lay out the Project and acquire the
necessary right of way upon, over, under and across the Property for the purpose of construction,
reconstruction, operation, and maintenance of public road, water quality and/or drainage utility
infrastructure improvements and the construction of cut/fill slopes adjacent to the Project, and
appurtenances thereto, and for the use of any excavated materials from the Property for use in
construction of such roadway and/or utility infrastructure improvements;
WHEREAS, it may be necessary to hire engineers, surveyors, appraisers, attorneys, title
companies, architects, or other persons or companies to effect the laying out, establishment, and
acquisition of the Property for the Project;
WHEREAS, in order to acquire the Property, it will be or has been necessary for the City's
employees, agents, and/or representatives, to enter upon the Property for the purposes of surveying
and establishing said land titles and to determine adequate compensation for the Property, to
conduct tests, and to negotiate with the owners thereof for the purchase of the land titles; and,
WHEREAS, it was necessary to set out procedures for the establishment and approval of
just compensation for Property to be acquired for the Project;
Resolution No.
Date adopted: 9 t3 I aoIL
Finding Public Convenience & Necessity for the acquisition of real property
from Alpha Westinghouse Ventures, LLC (Mays Street Extension) Page 2 of 4
Now, THEREFORE, be it RESOLVED by the City Council of the City of
Georgetown:
That in order to promote the public health, safety, and welfare, public convenience and
necessity requires the acquisition of right of way in fee simple on, over, under and
across the real property described hereinabove and in the attached Exhibit "A", and
the acquisition of easement rights on, over, under and across the real property described
hereinabove and in the attached Exhibit `B" for the purposes of laying out, opening,
constructing, reconstructing, maintaining, widening, straightening, extending, and
operating of the Project in Williamson County, Texas, including utility improvements,
public water quality and drainage utility infrastructure improvements, the construction
of cut/fill slopes, and/or other public uses and purposes as permitted by law.
2. That the City's employees, agents, and/or representatives are hereby authorized to:
a. Lay out the exact location of the land area needed from the Property or other
properties;
b. Hire such engineers, surveyors, appraisers, title companies, architects, and
other persons or companies needed to effect the laying out of the facilities
for the Project, the establishment and acquisition of the required right of
way, and the construction of permanent public road, water quality and
drainage and/or utility infrastructure improvements, and appurtenances
thereto;
C. Enter upon any property necessary for the purpose of surveying and
establishing the title, in order to determine adequate compensation for the
right of way being acquired, and to conduct tests;
d. Negotiate with the owner(s) of any such properties for the purchase thereof;
e. To purchase any necessary. right. of way on, over, under and across the
Property, and execute all documents necessary to acquire such Property, all
subject to the City Council's express approval of the specific, negotiated
terms of the acquisition; .
f. Initiate eminent domain proceedings against the owner(s), lienholders, and
any owners of any other interests in the Property to obtain the necessary
title(s) for the Property in the event the owner(s) fail(s) to accept a bona fide
offer to purchase the Property; and
g. Take whatever further actions are deemed appropriate to economically
effect the establishment of the Project and appurtenances thereto.
Resolution No. Qq l -7j ((o -\/
Date adopted: 9 106 {afll to
Finding Public Convenience & Necessity for the acquisition of real property
from Alpha Westinghouse Ventures, LLC (Mays Street Extension) Page 3 of 4
5. That all previous acts and proceedings done or initiated by the City's employees, agents,
and/or representatives for the establishment of the Project, including the negotiation for
and/or acquisition of any necessary property rights in the Property are hereby authorized,
ratified, approved, confirmed, and validated. This resolution shall take effect immediately
from and after its passage.
6. The Mayor is hereby authorized to sign this resolution and the City Secretary to attest
thereto on behalf of the City of Georgetown.
7. This resolution shall be effective immediately upon adoption.
RESOLVED by the City Council of the City of Georgetown this 03 day of
2016.
ATTEST:
Shelley Nowli ity Secretary
APPROVED AS TO FORM:
Charlie McNabb, City Attorney
THE CITY OF GEORGETOWN:
By: (j4 C"°""�
Dale Ross, Mayor
Resolution No. `1131�o�V
Date adopted:
Finding Public Convenience & Necessity for the acquisition of real property
from Alpha Westinghouse Ventures, LLC (Mays Street Extension)
Page 4 of 4
EXHIBIT "A"
Variable Width Right -of -Way Acquisition
METES AND BOUNDS DESCRIPTION
OFA
0.731 ACRE TRACT OF LAND OUT OF THE
ALPHA WESTINGHOUSE VENTURES, LLC TRACT
LOCATED IN CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS
BEING A 0.731 ACRE (31,834 SQUARE FEET) TRACT OF LAND SITUATED IN THE J.S.
PATTERSON SURVEY, ABSTRACT NO. 502 AND THE FRANCIS A. HUDSON SURVEY,
ABSTRACT NO. 295, WILLIAMSON COUNTY, TEXAS; SAID 0.731 ACRE TRACT BEING
A PORTION OF LOT 2, BLOCK 1, PARK CENTRAL,ONE SECTION I AND RECORDED W
CABINET J, SLIDES 181-182 OF THE PLAT RECORDS OF WILLIAMSON COUNTY,
TEXAS (P.R.W.C.T.); SAID 0.731 ACRE TRACT ALSO BEING A PORTION OF THE
TRACT OF LAND DESCRIBED IN A WARRANTY DEED TO ALPHA WESTINGHOUSE
VENTURES, LLC AND RECORDED IN DOCUMENT NO. 2014040949 OF THE OFFICIAL
PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.); SAID 0.731
ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS
AS FOLLOWS:
BEGINNING at a found 1/2 -inch iron rod marking the common northwest corner of said Lot 2, Block 1
and the southwest comer of Lot 2, Block B, Park Central One Section II and recorded in Cabinet 0,
Slides 246-248 of the P.R.W.C.T., being on the east right-of-way line of Rabbit Hill Road (variable width
right-of-way), for the northwest comer and POINT OF BEGINNING of the herein described tract;
THENCE (LI) North 68° 48154" East, with the common north line of said Lot 2, Block 1 and the south
line of said Lot 2, Block B, a distance of 8.94 feet to a set 1/2 -inch iron rod with cap stamped "Wallace
Group" for the most easterly northwest corner of the herein described tract;
THENCE departing said common line, and traveling across the interior of said Lot 2, Block 1, the
following eight (8) calls:
1) (1-2) South 210 12' 38" East, a distance of 624.76 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for an angle point of the herein described tract;
2) (1-3) North 68° 47' 22" East, a distance of 19.50 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for an angle point of the herein described tract;
3) (L4) South 21° 12' 38" East, a distance of 177.51 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for a point of curvature of the herein described tract and being the beginning of a
curve to the left;
4) (Cl) In a Southerly direction, with said curve to the left, having a central angle of 01° 43' 21", a
radius of 4944.00 feet, an arc length of 148.64 feet, and a chord bearing and distance of
South 22° 04' 19" East — 148.64 feet to a set 1/2 -inch iron rod with cap stamped "Wallace Group"
for a point of tangency of the herein described tract and end of said curve;
Page 1 of 4
Exhibit "A" continued
Description of a 0.731 acre tract
5) (L5) South 22° 56' 00" East, a distance of 70.89 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for an angle point of the herein described tract;
6) (L6) South 73° 52' 06" East, a distance of 64.40 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for an angle point of the herein described tract;
7) (L7) North 67° 43' 54" East, a distance of 402.36 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for an angle point of the herein described tract;
8) (L8) North 22° 43' 54" East, a distance of 56.08 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for the most northerly southeast corner of the herein described tract, said point
being on the common east line of said Lot 2, Block 1 and the west right-of-way line of Park Central
Drive (a 70 foot wide right-of-way);
THENCE (L9) South 22° 16' 06" East, with the common east line of said Lot 2, Block 1 and the west
right-of-way line of said Park Central Drive, a distance of 36.86 feet to a found 1/2 -inch iron rod with cap
stamped `B & G Surveying" for a point of curvature of the herein described tract and being the beginning
of a curve to the right, same marking the northerly end of a curving corner clip at the intersection of the
west right-of-way line of said Park Central Drive and the north right-of-way line of Westinghouse Road
(variable width tight -of -way);
THENCE (C2) In a Southwesterly direction, with said curve to the right having a central angle of 89° 52'
49", a radius of 25.00 feet, an arc length of 39.22 feet, and a chord bearing and distance of South 22° 41'
58" West — 35.32 feet to a found 1/2 -inch iron rod with.cap stamped 'B & G Surveying" for a point of
tangency of the herein described tract and end of said curve, same marking the southerly end of said
curving comer clip at the intersection of the west right-of-way line of said Park Central Drive and the
north right-of-way line of said Westinghouse Road;
THENCE (L10) South 67° 45' 30" West, with the common south line of said Lot 2, Block 1 and the
north right-of-way line of said Westinghouse Road, a distance of 476.56 feet to a found 1/2 -inch iron rod
with cap stamped `B & G Surveying" for a point of curvature of the herein described tract and being the
beginning of a curve to the right, same marking the southerly end of a curving corner clip at the
intersection of the north right-of-way line of said Westinghouse Road and the east right-of-way line of
said Rabbit Hill Road;
THENCE (0) In a Northwesterly direction, with said curve to the right having a central angle of 90° 55'
04", a radius of 25.00 feet, an arc length of 39.67 feet, and a chord bearing and distance of North 66° 41'
09" West — 35.64 feet to a found 1/2 -inch iron rod for 'a point of tangency of the herein described tract
and end of said curve, same marking the northerly end of said curving comer clip at the intersection of the
north right-of-way line of said Westinghouse Road and the east right-of-way line of said Rabbit Hill
Road;
THENCE with the common west line of said Lot 2, Block 1 and the east right-of-way line of said Rabbit
Hill Road, the following two (2) calls:
Page 2 of 4
Exhibit "A" continued
Description of a 0.731 acre tract
1) (LI l) North 210 10' 06" West, a distance of 943.10 feet to a found 1!2 -inch iron rod for an angle
point of the herein described tract;
2) (L12) North 21° 18' 33" West, a distance of 115.79 feet to the POINT OF BEGINNING and
containing 0.731 acre (31,834 square feet) of land, more or less, based on the survey and exhibit
drawing made by The Wallace Group, Round Rock, Texas.
This metes and bounds description is accompanied by an exhibit drawing.
Basis of Bearings: Bearings are based on the Texas State Plane Coordinate System (Central Zone,
NAD83) which is based on Leica's Central Texas GPS Cooperative CORS RTK Network.
THE STATE OF TEXAS
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON
That 1, Daniel M. Flaherty, a Registered Professional Land Surveyor, do hereby certify that the above
description and exhibit drawing A-4884 attached hereto is true and correct to the best of my knowledge
and belief and that the property described herein was determined by a survey made on the ground under
my direction and supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas_
Daniel M. Flaherty, R.P.L.S. No. 50
The Wallace Group
One Chisholm Trail, Suite 130
Round Rock, Texas 78681
Ph. (512) 248-0065
TBPLS Firm No. 10051701
See attached Plat No. A-4884
23214-FN12.doc
Page 3 of 4
12-09-2015
Date
EXHIBIT TLA'
(VARIABLE WIDTH RIGHT—OF—WAY ACQUISITION)
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
OF A 0.731 ACRE (31,834 SQ. FT.) TRACT OF LAND
IN THE CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS
LOCATION MAP gg
F
ETOWNm
y
i
GHOUSE
SITE
V�Sr^nrOyF ROUND ROCK
1/2' IRON L1
ROO FOUND r
FIELD NOTE a
POINT OF J
BEGINNING PROP(
R.O.W.
1/0 IRON i
ROD FOUND
LINE TABLE
CURVE TABLE
UNE
BEARING
LENGTH
LI
N 68'48'54' E
8.94'
L2
S 2112'38' E
624.76'
L3
N 6B47'22' E
19.50'
L4
S 2112'38' E
177.51'
L5
S 22'56'00' E
70.69'
L6
S 73'52'06' E
64.40'
L7
N 6743'54' E
402.36'
LB
N 22'43'54' E
56.08'
L9
S 2216'06' E
36.86'
L10
S 67'45'30' W
476.56'
L71
N 2110'06' W
943.10'
L72
N 2118'33' W
115.79'
1/2' IRON L1
ROO FOUND r
FIELD NOTE a
POINT OF J
BEGINNING PROP(
R.O.W.
1/0 IRON i
ROD FOUND
le
CURVE TABLE
�a
FRANCS A. HUDSON SURVEY
CURVE
DELTA
RADIUS
ARC
CH. BEARING
CHORD
Cl
01'43'21'
4944.00'
148.64'
S 22'04'19' E
148.64'
C2
89'52'49°
25.00'
39.22'
S 22'41'5B' W
35.32'
C3
90'55'04'
25.00'
39.67'
N 66'41'09' W
35.64'
1/2' IRON L1
ROO FOUND r
FIELD NOTE a
POINT OF J
BEGINNING PROP(
R.O.W.
1/0 IRON i
ROD FOUND
ACRE (31,834 SO.
1/2' IRON
ROD FOUNL
GENERAL NOTES:
I.) ALL PROPERTY CORNERS FOUND ARE CONTROL MONUMENTS.
2.) SUBJECT TO ANY AND ALL COVENANTS, RESTRICTIONS, EASEMENTS AND
CONDITIONS THAT MAY BE APPLICABLE,
3.) THE SURVEYOR DID NOT ABSTRACT THE SUBJECT TRACT.
4.) THIS DRAWING IS ACCOMPANIED BY A METES AND BOUNDS DESCRIPTION.
5.) BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM
(CENTRAL ZONE. NAD83) WHICH IS BASED ON LEICA'S CENTRAL TEXAS GPS
COOPERATIVE CORS RIK NETWORK.
WALLACE
A CP':Y COMPANY
WACO KILLEEN DALLAS ROUNDROCK
L3
LOT 2, BLOCK B
PARK CENTRAL ONE
SECTION II
CAB. 0. SL 246-248
P.R.W.C.T.
FILED: JUNE 2, 1997
UNE SCALE: I " = 300'
LOT 1, BLOCK 1
PARK CENTRAL ONE
SECTION I
CAB. J, SL 181-182
P.R.W.C.T.
FILED: NOVEMBER 29, 1988
DOC. 2014040949
_ O.P.R.W.C.T. -
le
J
�a
FRANCS A. HUDSON SURVEY
i
4 !
ABSTRACT N0. 295
Lj CAB. A SL 181-182
—
FILED: NOVEMBER 29, 1988
J.S.SEY
ABSTRACT NO. 502
ACRE (31,834 SO.
1/2' IRON
ROD FOUNL
GENERAL NOTES:
I.) ALL PROPERTY CORNERS FOUND ARE CONTROL MONUMENTS.
2.) SUBJECT TO ANY AND ALL COVENANTS, RESTRICTIONS, EASEMENTS AND
CONDITIONS THAT MAY BE APPLICABLE,
3.) THE SURVEYOR DID NOT ABSTRACT THE SUBJECT TRACT.
4.) THIS DRAWING IS ACCOMPANIED BY A METES AND BOUNDS DESCRIPTION.
5.) BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM
(CENTRAL ZONE. NAD83) WHICH IS BASED ON LEICA'S CENTRAL TEXAS GPS
COOPERATIVE CORS RIK NETWORK.
WALLACE
A CP':Y COMPANY
WACO KILLEEN DALLAS ROUNDROCK
L3
LOT 2, BLOCK B
PARK CENTRAL ONE
SECTION II
CAB. 0. SL 246-248
P.R.W.C.T.
FILED: JUNE 2, 1997
UNE SCALE: I " = 300'
LOT 1, BLOCK 1
PARK CENTRAL ONE
SECTION I
CAB. J, SL 181-182
P.R.W.C.T.
FILED: NOVEMBER 29, 1988
DOC. 2014040949
_ O.P.R.W.C.T. -
IFI
PROPOSED
�L6 /R.O.W. UNE q,
IIBSTINGHOUSE ROAD
(VARTABL6 1FIBTAT Ro.N,)
LEGEND
• - FOUND 1/2' IRON ROD WITH BLUE CAP STAMPED
"S k D SURVEYING' UNLESS OTHERWISE NOTED
0 - SET 1/2' IRON ROD WITH CAP STAMPED
'WALLACE GROUP'
R.O.W. -RIGHT-OF-WAY
O.P.R.W.C.T, =OFFICIAL PUBLIC RECORDS, WIWAMSON COUNTY, TEXAS
P.R.W.C.T. m PLAT RECORDS, WIWAMSON COUNTY. TEXAS
I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF
THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS F
LAND SURVEYS IN THE STATE OF TEXAS. THIS THE 97H DAY OFCEM8fi6_yf
SURVEYED: 12-03-15
0 300
SCALE
PLAT NO. A-4884
WORK ORDER N0. 232148
TBPE F-54
5004
DRAFT D)(TE 12-09-15 DRAWN BY
FIELDBOOK/PG. RR 233 TAB # A -
PARCELS_ F/N #23214 -FN'
J
LOT Z BLOCK 1 w
PARK CENTRAL ONE
SECTION 1 7
Lj CAB. A SL 181-182
P.R N.C.T.
FILED: NOVEMBER 29, 1988
IFI
PROPOSED
�L6 /R.O.W. UNE q,
IIBSTINGHOUSE ROAD
(VARTABL6 1FIBTAT Ro.N,)
LEGEND
• - FOUND 1/2' IRON ROD WITH BLUE CAP STAMPED
"S k D SURVEYING' UNLESS OTHERWISE NOTED
0 - SET 1/2' IRON ROD WITH CAP STAMPED
'WALLACE GROUP'
R.O.W. -RIGHT-OF-WAY
O.P.R.W.C.T, =OFFICIAL PUBLIC RECORDS, WIWAMSON COUNTY, TEXAS
P.R.W.C.T. m PLAT RECORDS, WIWAMSON COUNTY. TEXAS
I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF
THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS F
LAND SURVEYS IN THE STATE OF TEXAS. THIS THE 97H DAY OFCEM8fi6_yf
SURVEYED: 12-03-15
0 300
SCALE
PLAT NO. A-4884
WORK ORDER N0. 232148
TBPE F-54
5004
DRAFT D)(TE 12-09-15 DRAWN BY
FIELDBOOK/PG. RR 233 TAB # A -
PARCELS_ F/N #23214 -FN'
Exhibit: "B"
15 Foot Wide Public Utility Easement
METES AND BOUNDS DESCRIPTION
OF A
0.535 ACRE TRACT OF LAND OUT OF THE
ALPHA WESTINGHOUSE VENTURES, LLC TRACT
LOCATED IN CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS
BEING A 0.535 ACRE (23,292 SQUARE FEET) TRACT OF LAND SITUATED IN THE
J.S. PATTERSON SURVEY, ABSTRACT NO. 502 AND THE FRANCIS A. HUDSON
SURVEY, ABSTRACT NO. 295, WILLIAMSON COUNTY, TEXAS; SAID 0.535 ACRE
TRACT BEING A PORTION OF LOT 2, BLOCK 1, PARK CENTRAL ONE SECTION I AND
RECORDED IN CABINET J, SLIDES 181-182 OF THE PLAT RECORDS OF WILLIAMSON
COUNTY, TEXAS (P.R.W.C.T.); SAID 0.535 ACRE TRACT ALSO BEING A PORTION OF
THE TRACT OF LAND DESCRIBED IN A WARRANTY DEED TO ALPHA
WESTINGHOUSE VENTURES, LLC AND RECORDED IN DOCUMENT NO. 2014040949
OF THE OFFICIAL PUBLIC RECORDS . OF WILLIAMSON COUNTY, TEXAS
(O.P.R.W.C.T.); SAID 0.535 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a found 1/2 -inch iron rod marking the common northwest corner of said Lot 2,
Block 1 and the southwest comer of Lot 2, Block B, Park Central One Section 11 and recorded in Cabinet
O, Slides 246-248 of the P.R.W.C.T., being on the east right-of-way line of Rabbit Hill Road (variable
width right-of-way),
THENCE (1,17) North 68° 48' 54" East, with the common north line of said Lot 2. Block 1 and the south
line of said Lot 2, Block B, a distance of 8.94 feet to a set 1/2 -inch iron rod with cap stamped "Wallace
Group" for the northwest corner and POINT OF BEGINNING of the herein described tract;
THENCE (Ll) North 68° 48' 54" East, continuing with the common north line of said Lot 2, Block I
and the south line of said Lot 2, Block B, a distance of 15.00 feet to a calculated point for a corner of the
herein described tract;
THENCE departing said common line, and traveling across the interior of said Lot 2, Block 1. the
following eight (8) calls:
1) (L2) South 21° 12' 38" East, a distance of 609.76 feet to a calculated point for an angle point of
the herein described tract;
Page 1 'of 4
Exhibit "A" continued
Description of a 0.535 acre tract
2) (L3) North 68° 47' 22" East, a distance of 19.50 feet to a calculated point for an angle point of the
herein described tract;
3) (L4) South 21° 12' 38" East, a distance of 192.51 feet to a calculated point for a point of curvature
of the herein described tract and being the beginning of a curve to the left;
4) (Cl) In a Southerly direction, with said curve to the left, having a central angle of 01° 43' 21", a
radius of 4929.00 feet, an arc length of 148.19 feet, and a chord bearing and distance of
South 22° 04' 19" East — 148.19 feet to a calculated point for a point of tangency of the herein
described tract and end of said curve;
5) (L5) South 22° 56' 00" East, a distance of 63.74 feet to a calculated point for an angle point of the
herein described tract;
6) (L6) South 73° 52' 06" East, a distance of 52.03 feet to a calculated point for an angle point of the
herein described tract;
7) (L7) North 67° 43' 54" East, a distance of 390.92 feet to a calculated point for an angle point of
the herein described tract;
8) (1-8) North 22° 43' 54" East, a distance of 64.86 feet to a calculated point for a corner of the
herein described tract, said point being on the common east line of said Lot 2, Block I and the west
right-of-way line of Park Central Drive (a 70 foot wide right-of-way);
THENCE (1-9) South 22° 16' 06" East, with the common east line of said Lot 2, Block 1 and the west
right-of-way line of said Park Central Drive, a distance of 21.21 feet to a set 1/2 -inch iron rod with cap
stamped "Wallace Group" for the most easterly southeast comer of the herein described tract;
THENCE departing said common line, and traveling across the interior of said Lot 2, Block I, the
following eight (8) calls;
1) (Ll0) South 22° 43' 54" West, a distance of 56.08 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for an angle point of the herein described tract;
2) (LI 1) South 67° 43' 54" West, a distance of 402.36 feet to a set 1/2 -inch iron rod with cap
stamped "Wallace Group" for an angle point of the herein described tract;
3) (L12) North 73° 52' 06" West, a distance of 64.40 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for the most westerly southwest comer of the herein described tract:
4) (L13) North 220 56' 00" West, a distance of 70.89 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for a point of curvature of the herein described tract and being the beginning of a
curve to the right;
Page 2 of 4
Exhibit "A" continued
Description of a 0.535 acre tract
5) (C2) In a Northerly direction, with said curve to the right, having a central angle of 01° 43' 21", a
radius of 4944.00 feet, an arc length of 148.64 feet, and a chord bearing and distance of
North 22° 04' 19" West —148.64 feet to a set 1/2 -inch iron rod with cap stamped "Wallace Group"
for a point of tangency of the herein described tract and end of said curve;
6) (1_14) North 21° 12' 38" West, a distance of 177.51 feet to a set 1/2 -inch iron rod with cap
stamped "Wallace Group" for an angle point of the herein described tract;
7) (1_15) South 68° 47' 22" West, a distance of 19.50 feet to a set 1/2 -inch iron rod with cap stamped
"Wallace Group" for an angle point of the herein described tract;
8) (1_16) North 210 12' 38" West, a distance of 624.76 feet to the POINT OF BEGINNING and
containing 0.535 acre (23,292 square feet) of land, more or less, based on the survey and exhibit
drawing made by The Wallace Group, Round Rock, Texas.
This metes and bounds description is accompanied by an exhibit drawing.
Basis of Bearings: Bearings are based on the Texas State Plane Coordinate System (Central Zone,
NAD83) which is based on Leica's Central Texas GPS Cooperative CORS RTK Network.
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
That 1, Daniel M. Flaherty, a Registered Professional Land Surveyor, do hereby certify that the above
description and exhibit drawing A-4892 attached hereto is true and correct to the best of my knowledge
and belief and that the property described herein was determined by a survey made on the ground under
my direction and supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas.
Page 3 of 4
Dan1el M. Flaherty, R.P.L.S. No. 5004The
C
Wallace Grou (7J( p
One Chisholm Trail, Suite 130
Round Rock, Texas 78681
Ph. (512) 248-0065
TBPLS Firm No. 10051701
See attached Plat No. A-4892
01-12-2016
23214-FN13.doc
Date
Page 3 of 4
Exhibit: "B"
(15 FOOT WIDE PUBLIC UTILITY EASEMENT)
DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION
OF A 0.535 ACRE (23,292 SQ. FT.) TRACT OF LAND
IN THE CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS
LOCATION MAP
LINE TABLE
gg
GEORGETOWN m
LINE
BEARING
WEsT1NGHcIme F
LI
N 68'48'54' E
15.00'
SITE
S 2112'38' E
4srgP ROUNDROCK
PUE
0-9w
CURVE TABLE
LINE TABLE
LOT 2. BLOCK e
LINE
BEARING
LENGTH
LI
N 68'48'54' E
15.00'
L2
S 2112'38' E
609.76'
W
N 68'47'227 E
19.50'
L4
S 2112'38' E
192.51'
L5
S 22'56'00' E
63.74'
L6
S 7332'06' E
52.03'
L7
N 67'43'54' E
390.92'
LB
N 22'43'54' E
64.86'
L9
S 2276'06' E
21.21'
CURVE TABLE
UNE TABLE
LOT 2. BLOCK e
UNE
BEARING I
LENGTH
PARK CENTRAL ONE
S 22'43'54' W
WEBB'
FIELD NOTE
SEC110N II
40236'
L12
N 73'52'06' W
GAB. 0, SL 248-248
L13
518NO'LD NOTfi
TEINC
POINT OF
P.R.W.C.T.
N 2172'38' W
177.51'
BEGINNING
FILED: JUNE $ 1997
19.50'
TNC
N 2VIV38' W
824.78'
L17
POINT L17
8.94'
TURES.
DOC. 2014940949 y
Li
SCALE: ("
= 900'
1/2' IRON
SUBDIVISION ONE
OP R.W.C.T. C
ROD FOUND
CURVE TABLE
UNE TABLE
CURVE I DELTA I RADIUS I ARC I CH. BEARING
UNE
BEARING I
LENGTH
LIO
S 22'43'54' W
WEBB'
LEI
S 6743'54' W
40236'
L12
N 73'52'06' W
64.40'
L13
N 22'58'00' W
70.89'
L14
N 2172'38' W
177.51'
L15
S 68'47'22' W
19.50'
L16
N 2VIV38' W
824.78'
L17
N 68'48'54' E
8.94'
CURVE TABLE
CURVE I DELTA I RADIUS I ARC I CH. BEARING
CHORD
C1 01'43'21' 4929.00' 148.19' S 22V4'19' E
148.19'
C2 01'43'21' 4944.00' 148.84' N 22V4'19' W
146.64'
GENERAL NOTES
1.) ALL PROPERTY CORNERS FOUND ARE CCNTRCL MONUMENTS
2.) SUBJECT TO ANY AND ALL COVENANTS, RESTRICTIONS, EASEMENTS AND
CONDITIONS THAT MAY BE APPLICABLE.
3.) THE SURVEYOR DID NOT ABSTRACT THE SUBJECT TRACT.
4.) THIS DRAINING IS ACCOMPANIED BY A MEDS AND BOUNDS DESCRIPTION.
5.) BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM.
(CENTRAL ZONE, NADB3) WHICH IS BASED ON LEICA'S CENTRAL TEXAS GPS
COOPERATIVE CORS RTK NETWORK.
(VARTABC6 WIDTH R.0.1F.)
LEGEND
• - FOUND 1/2' IRON ROE) PATH BLUE CAP STAMPED
"B 8: G SURVEYING' UNLESS OTHERWISE NOTED
0- SET 1/2' IRON ROD WITH CAP STAMPED
'WALLACE GROUP'
R.O.W. - RICHT-OF-WAY
O.P.R.W.C.T. - OFFICIAL PUBUC RECORDS. WIWAMSON COUNTY. TEXAS
P.R.W.C.T. - PLAT RECORDS, MWAMSON COUNTY, TEXAS
eng nePWALLACE architects ,',off yoUP
i A CP&Y COMPANY
Z WACO KILLEEN DALLAS ROUNDROCK
TBPLS 10051701 1 Chisholm Tall, Suite 130, Round Rack, Tens 78681 I (512) 248-0065 TSPEFS
A
1; I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF THAT
THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS FOR
LAND SURVEYS IN THE STATE OF TEXAS. WS—THE 12TH DAY OF JANUARY . 2016.
SURVEYED: 12-03-15 IE M. FLAHERTY, R.P.LS. 5004 40F 4
0 300 6�X PLAT NO. A=4892 DRAFT DATE 01-12-16 DRAWN BY SRM
SCALE WORK ORDER NO. 232148 FIELDBOOK/PG. RR 233 TAB # A-4892
0 2016 ALL RIGHTS RESERVED DIGITAL FILE 23214R—ROW—PARCELS F/N # 23214—FN13
LOT 1. BLOC( 1
PARK CENTRAL ONE
1/2• IRON
SECTION I
ROD FOUND
CAB. J, SL 181-182
P.R.W.C.T.
L16
FILED: NOVEMBER 29, 1988QyO�
PROPOSED
R.O.W. UNE
0�
`V
q �A o
0 4 tl44p
j y
Ig
7
ALPHA
CNOUSEVEN
TURES.
DOC. 2014940949 y
OP R.W.C.T. C
J$.—..
L15
� gy04E'
L14
z
Lor 2. BLOCK 1CIRAL
P CENTRAL ONE C.
CTARK
SECTION II
CA& 4 SL IM -182
L1
ILED'. MOVER29. 1988
L9
Ii0�0•FWIR%L6
L7 v$
GENERAL NOTES
1.) ALL PROPERTY CORNERS FOUND ARE CCNTRCL MONUMENTS
2.) SUBJECT TO ANY AND ALL COVENANTS, RESTRICTIONS, EASEMENTS AND
CONDITIONS THAT MAY BE APPLICABLE.
3.) THE SURVEYOR DID NOT ABSTRACT THE SUBJECT TRACT.
4.) THIS DRAINING IS ACCOMPANIED BY A MEDS AND BOUNDS DESCRIPTION.
5.) BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM.
(CENTRAL ZONE, NADB3) WHICH IS BASED ON LEICA'S CENTRAL TEXAS GPS
COOPERATIVE CORS RTK NETWORK.
(VARTABC6 WIDTH R.0.1F.)
LEGEND
• - FOUND 1/2' IRON ROE) PATH BLUE CAP STAMPED
"B 8: G SURVEYING' UNLESS OTHERWISE NOTED
0- SET 1/2' IRON ROD WITH CAP STAMPED
'WALLACE GROUP'
R.O.W. - RICHT-OF-WAY
O.P.R.W.C.T. - OFFICIAL PUBUC RECORDS. WIWAMSON COUNTY. TEXAS
P.R.W.C.T. - PLAT RECORDS, MWAMSON COUNTY, TEXAS
eng nePWALLACE architects ,',off yoUP
i A CP&Y COMPANY
Z WACO KILLEEN DALLAS ROUNDROCK
TBPLS 10051701 1 Chisholm Tall, Suite 130, Round Rack, Tens 78681 I (512) 248-0065 TSPEFS
A
1; I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF THAT
THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS FOR
LAND SURVEYS IN THE STATE OF TEXAS. WS—THE 12TH DAY OF JANUARY . 2016.
SURVEYED: 12-03-15 IE M. FLAHERTY, R.P.LS. 5004 40F 4
0 300 6�X PLAT NO. A=4892 DRAFT DATE 01-12-16 DRAWN BY SRM
SCALE WORK ORDER NO. 232148 FIELDBOOK/PG. RR 233 TAB # A-4892
0 2016 ALL RIGHTS RESERVED DIGITAL FILE 23214R—ROW—PARCELS F/N # 23214—FN13