R-2022-396 - 12/1/2022 Chisholm Trail RT Turn Lane—Parcel 1
RESOLUTION NO. R-2022-396
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROUND ROCK,TEXAS
DETERMINING A PUBLIC NEED AND NECESSITY FOR THE ACQUISITION OF
CERTAIN PROPERTY AND AUTHORIZING THE CITY'S
ATTORNEY TO FILE PROCEEDINGS IN EMINENT DOMAIN
TO ACQUIRE SAID PROPERTY INTERESTS
WHEREAS, the City Council, upon consideration of the matter, has determined that there is a
public necessity for the welfare of the City of Round Rock, Texas ("City') and the public-at-large to
construct certain roadway and utility improvements along Chisholm Trail Road, and to perform
associated public uses and purposes ("Project'); and
WHEREAS, in accordance with the above, the City Council hereby finds that public necessity
requires the acquisition of. (1) fee simple title to approximately 0.0321 acre (Parcel 1) of land located
in Williamson County, Texas and more particularly described by metes and bounds and on the plat and
sketch to accompany parcel description in Exhibit "A" attached hereto; and (2) temporary construction
easement interest in and across approximately 0.0333 acre (Parcel 1TCE) of land located in
Williamson County, Texas, and more particularly described on the plat and sketch to accompany
parcel description in Exhibit "A" attached hereto (collectively the "Property"), such Property being
owned by REGIONS BANK f/k/a HUTTO STATE BANK, for the public use of construction,
reconstruction, extending, maintaining, and operating of the Chisholm Trail roadway improvements
and related facilities, and driveway and utility adjustments, relocation, and/or installation ("Project"),
excluding all the oil, gas, and sulphur which can be removed from beneath said real property, without
any right whatever remaining to the owner of such oil, gas, and sulphur of ingress to or egress from the
surface of said real property for the purpose of exploring, developing, or mining of the same, as a part
of the improvements to the Project, at such locations as are necessary and that such constructing,
reconstructing, maintaining, and operating shall extend across and upon, and will cross, run through,
and be upon the herein described real Property; and
0112.20222;4886-8391-5839
WHEREAS, it is necessary to establish procedures for. determining and approving just
compensation and completing acquisition of the Property for this Project.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF ROUND ROCK, TEXAS:
Section 1. The City Council hereby finds and determines that it is necessary for the welfare of
the City and its citizens to construct and maintain utility improvements in the City, and to acquire
property interests to assist with such purposes in and to the above-described lands, free and clear of
any liens and encumbrances, in order to allow the City and/or its assigns to complete said Project.
Section 2. The City Attorney, or his designated agent, has on behalf of the City attempted to
negotiate, settle and agree on compensation to be paid to the owners of any interest in the Property, and
has made official, written, bona fide offers to the owners for the market value of said Property or
property interest. If it is determined that an agreement as to the value of said Property, damages and/or
compensation to be paid cannot be reached, then the City Attorney or his designated agent is hereby
authorized to file or cause to be filed, against the owners and holders of other related interest in the
Property, proceedings using the City's power of eminent domain to acquire the stated interest in and to
the above-described lands, in order to allow the City and/or its assigns to complete said Project, and to
perform and undertake all other proceedings necessary to complete the acquisition of the Property.
Section 3. It is the intent of the City Council that this resolution authorizes the condemnation of
all property interests required to complete the construction and maintenance of the Project and
associated public purposes. If it is later determined that there are any errors in the descriptions
contained herein or if later surveys contain more accurate revised descriptions, the City Attorney is
authorized to have such errors corrected or revisions made without the necessity of obtaining a new
resolution of the City Council authorizing the condemnation of the corrected or revised Property.
2
Section 4. The findings of fact, recitations of provisions set in the preamble of this Resolution
are adopted and made a part of the body of this Resolution, as fully as if the same were set forth herein.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
RESOLVED this 1 st day of December, 2022.
CRAIG MO GAN, ayor
City of Round Rock,rrexas
ATTEST:
MEAGAN SP S, Ci Clerk
3
County: Williamson Page 1 of 3
Parcel: Parcel 1-Hutto State Bank 02-28-22
Highway: Chisholm Trail Rd A
EXHIBIT `
PROPERTY DESCRIPTION
DESCRIPTION OF A 0.0321 ACRE (1,397 SQUARE FOOT) PARCEL OF LAND
SITUATED IN THE DAVID CURRY SURVEY, ABSTRACT NO. 130 IN
WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF LOT 1, BLOCK "A",
HOPPE SUBDIVISION, A SUBDIVISION OF RECORD IN CABINET J, SLIDE
167 OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, AND
CITED IN WARRANTY DEED TO HUTTO STATE BANK IN VOLUME 2396,
PAGE 198 OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS,
SAID 0.0321 ACRE (1,397 SQUARE FOOT) PARCEL OF LAND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at an iron rod with aluminum cap stamped "ROW 4933" set in the proposed
easterly Right-of-Way (ROW) line of Chisholm Trail Road (variable width ROW), (Grid
Coordinates determined as N=10,168,297.09 E=3,127,127.44), being in the northerly boundary
line of Lot 1, Block "A", Final Plat Subdivision of the Cracker Barrel Property, a subdivision of
record in Cabinet K, Slide 228 of the Plat Records of Williamson County, Texas, same being the
southerly boundary line of said Lot 1, Hoppe Subdivision, for the southeasterly corner and
POINT OF BEGINNING of the herein described parcel;
1) THENCE, with said proposed easterly ROW line, same being the common boundary line of
said Lot 1, Hoppe Subdivision and said Lot 1, Cracker Barrel Subdivision, S 70027'10" W for
a distance of 11.45 feet to a 5/8" iron rod found, in the existing easterly ROW line of
Chisholm Trail Road (variable width ROW), being the northwesterly corner of said Lot 1,
Cracker Barrel Subdivision, same being the southwesterly corner of said Lot 1, Hoppe
Subdivision, for the southwesterly corner of the herein described parcel;
2) THENCE, with said existing easterly ROW line of Chisholm Trail Road, same being the
westerly boundary line of said Lot 1, Hoppe Subdivision, N 00°30'58" E for a distance of
177.90 feet to a 1/2" iron rod found at the beginning of a non-tangent curve to the right,
being in the existing southerly ROW line of West Old Settlers Boulevard (120 foot ROW
width), same being the northwesterly corner of said Lot 1, Hoppe Subdivision, for the
northwesterly corner of the herein described parcel;
3) THENCE, departing said existing easterly ROW line of Chisholm Trail Road, with said
southerly ROW line of West Old Settlers Blvd., same being the northerly boundary line of
said Lot 1, Hoppe Subdivision, along said curve to the right, having a delta angle of
00°28'00", a radius of 1,213.24 feet, an arc length of 9.88 feet and a chord which bears
N 86'11'21" E for a distance of 9.88 feet to an iron rod with aluminum cap stamped "ROW
4933" set in said proposed easterly ROW line of Chisholm Trail Road, for the northeasterly
corner of the herein described parcel;
THENCE, departing said southerly ROW line of West Old Settlers Blvd., with said proposed
easterly ROW line of Chisholm Trail Road, through the interior of said Lot 1, Hoppe Subdivision,
the following five (5) courses:
4) S 00°00'23" W, for a distance of 11.56 feet to an iron rod with aluminum cap
stamped "ROW 4933" set;
County: Williamson Page 2 of 3
Parcel: Parcel 1-Hutto State Bank 02-28-22
Highway: Chisholm Trail Rd
5) N 89°59'38" W, for a distance of 4.96 feet to an iron rod with aluminum cap stamped
"ROW 4933" set;
6) S 00°31'32" W, for a distance of 79.96 feet to an iron rod with aluminum cap
stamped "ROW 4933" set;
7) N 88°47'39" E, for a distance of 5.08 feet to an iron rod with aluminum cap stamped
"ROW 4933" set;
8) S 00°02'30" W, for a distance of 83.31 feet to the POINT OF BEGINNING.
containing 0.0321 acres (1,397 square feet) of land, more or less.
NOTE: There is also a variable width Temporary Construction Easement adjoining and easterly
of calls 4 through 7, and in part call 8 as depicted and dimensioned on the accompanying Parcel
Plat.
This property description is accompanied by a separate parcel plat.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central
Zone No. 4203, NAD 83.
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that
the above description 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 direct
supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas.
M. Stephen ruesdale Date
Registered Professional Land Surveyor No. 4933 .
.,••jl
Licensed State Land Surveyor ��•�,......'�•C�.
Inland Geodetics, LLCM F•'•'i'
Firm Registration No: 100591-00 C. .................
Q � �•�•"'
1504 Chisholm Trail Road, Suite 103 M. t+ tiE50At£
Round Rock, TX 78681 y`
S:\AMERICAN STRUCTUREPOINT\3406 AT CHISHOLM TRL\PARCELS\HOPPE.doc V_ ••s 11R`
EXHIBIT _A__
PLAT TO ACCOMPANY DESCRIPTION
NUMBER DELTA RADIUS LENGTH CHORD CHORD BEARING
CI 00028'00" 1.213.24' 9.88, 9.88, N86011'21"E
(C2) (18°3B'58") (1,213.20 (394.90') (393.16') (S83026'57"E)
C3 01011'31" 1,213.24' 25,24' 25.24' N87001'06"E
C4_1 180°00'00" 7.00' 1 21.99' 14.00' NOO°00'00"W
LEGEND UA\IID CURR
0 IRON ROD WITH ALUMINUM CAP 5 V R�C l N�,
STAMPED "ROW 4933" SET 1
1/2" IRON ROD FOUND WEST OLD ,SETTLER 3
F PROPERTY LINE (120 R.O.W. WIDTH)
EVARD
P.O.B. POINT OF BEGINNING -- =-_--_ _
( ) RECORD INFORMATION - - - __-
P.R.W.C.T. PLAT RECORDS
WILLIAMSON COUNTY, TEXAS �C� EXISTING ROW LINE
O.R.W.C.T. OFFICIAL RECORDS ca _---- — --_=
WILLIAMSON COUNTY, TEXAS =-
L2
� 5'P.U.E.PER PLAT
NO. DIRECTION DISTANCE L3
LI S70027'10"W 11.45' PER PLAT I /
LOT I
L2 S00°00'23"W 11.56' 0 m
0.0321 AC. BLOCK "A"
L3 N89059'38'W 4. ' Q 1,397 SQ. FT.
96 �w ( �9
L4 S00031'32"W 79.96' � _ - v
L5 N88047 39"E 5.08' J > I _ - J( " HUTTO STATE BANK
L6 S00002'30"W 83.31' Q 70 r VOL. 2396, PG. 198
L7 S43028'43"W 40.45' �= 0 O.R.W.C.T.
L8 S00°00'22"W 17.31' r �� L5 TEMPORARY
L9 N89035'20"E 9.50' w CONSTRU N ON HOPPE SUBDIVISION
LIO S89041'03"W 9.50' I L12— 0.0333 AC. CAB. J, SL. 167
LII SOO°00'22"W 31.13' p r`-U) ' 1 1,450 SO. FT. P.R.W.C.T.
L12 N88047'39"E 1B.97' _ o o
L13 S00010'55"E 39.15' U z o Iz IJ PER PLAT
L14 N89059'58"W 17.10' z �J
L15 S00002'30"W 45.52' w 10 V
1) ALL BEARINGS SHOWN HEREON ARE BASED ON GRID h� Iw ua
BEARING. ALL DISTANCES ARE SURFACE DISTANCES. 0 la Q\9�I
COORDINATES ARE GRID VALUES BASED ON THE TEXAS a „N/
STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE NO. i0 D l�g3j
4203, NAD 83.
2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A FINAL PLAT
TITLE ABSTRACT. THERE MAY BE OTHER INSTRUMENTS OF LJ SUBDIVISION OF THE CRACKER
RECORD THAT AFFECT THIS TRACT NOT DEPICTED HEREON. J ?',�� BARREL PROPERTY
C CAB. K, SL. 228
`� P•O•B• P.R.W.C.T.
I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT
AND THAT THE PROPERTY SHOWN HEREON WAS DETERMINED I GRID COORDINATES:
BY A SURVEY MADE ON THE GROUND UNDER MY DIRECT N=10,168,297.09 LOT I
SUPERVISIO Map E=3.127.127.44 BLOCK "A"
OF
M. ST PHEN TRUESDALE DATE F��• 0
P
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 •M•SrEP11EP11fIl1ESIDA(E r
LICENSED STATE LAND SURVEYOR ='e"""•.'.•...v.»..
INLAND GEODETICS, LLC yttgo 4933
FIRM REGISTRATION NO. 100591-00 8s�O,r��
1504 CHISHOLM TRAIL ROAD, SUITE 103
ROUND ROCK, TEXAS 78681 `S 02/28/2022
PARCEL PLAT SHOWING P PERTY OF
I N L A N O u
C;FODETICS " HUTTO STATE BANK PARCEL 1
PROFESSIONAL UND SURVEYORS
I SO4 CHISHOLM TRAIL RD.STE,103
ROUND ROCK,TX.78681 SCALE PROJECT
Ell.(512)238-1200,FAX(512)238A2S1 WILLIAMSON COUNTY Z
IR FIRM REGISTRATION NO,100591-00 1„ = 40' CHISHOLM TRAIL PAGE 3 �F J
REGIONS BANK ACQUISITION
VALUATION AND HIGHEST AND BEST USE OF THE ACQUISITION
t NEW, _ 7
Acquisition area
r
Chisholm Trail Rd. 004
FEE ACQUISITION
�vurce: City of Round Rock
Whole property = 0.950 ac (39,422 SF)
Fee acquisition= 0.0321 ac (1,397 SF)
Temp Easement = 0.0333 ac (1,450 SF)
Hornsby and Company 45
US PHARMACY
,opt
,- V, PROP. RON
,1 f: EXIST. RON .�
611
CHISHOLM
r
50T•00 50l+00 l IOiWO n 510M0 611 MO
� 5t2.O0 613�00
I iris
I
.R
1�
1 T.C.E.
REGIONS BANK
� IS
CI TY OF ROUND ROCK
i
LEGEND: EXHIBIT 1D
Jill
r J PROPERTYLINES PROPOSED IMPROVEMENTS
+ PROPOSED ROAD ® �z ROW OVERVIEW
' . PROPOSED SIDEWALK
-vaaccr •■
LOC'� PROPOSED DRIVEWAY
�'"'•' SCALE IN FEET 0gN1tH CAN
PROPOSED RAMP (——- -
° 25 '°° ■ STRUCTUREPOINT
PROPOSED CURB&GUTTER
a INI:
WILLIAMSON COUNTY,TEXAS s ■
PLAT TO ACCOMPANY DESCRIPTION
NUMBER DELTA RADIUS LENGTH CHORD CHORD BEARING
CI 0002B'OO" 1.213.24' 9.88, 9.68, N860II'21"E
(C2) (18038'58 ) (1,213.20 (394.90') (393.10 (S83026'57"E)
C3 01011'31" 1,213.24' 25.24' 25.24' N67001'06"E
C4 I80000'00" 7.00' 21.99' 14.00' N00000'00"URRY SUR�10\�
LEGEN
O
IRON ROD WITH ALUMINUM CAP A,5 (RrNcl ]yU 1
STAMPED 'ROW 4933" SET
1/2" IRON ROD FOUND WEST OLD ,SETTLER BOULEVARD
F PROPERTY LINE (120 R.O.W• WIDTH)
P.O.B. POINT OF BEGINNING
( ) RECORD INFORMATION
P.R.W.C.T. PLAT RECORDS '
WILLIAMSON COUNTY, TEXAS EXISTING ROW LINE
O.R.W.C.T. OFFICIAL RECORDS _ C3
WILLIAMSON COUNTY, TEXAS - r
i
v
5'P.U.E.PER PLAT
NO. DIRECTION DISTANCE L3
LI S70027'10"W 11.45' PER PLAT I 1
L2 S00°00'23"W 11.56' 0 m LOT I
Q^ ii 0.0321 AC. BLOCK "A"
L3 N89059'38"W 4.96' O coL9 1,397 SO. FT
Lli
L4 S00031'32"W 79.96' - —
L5 N88047'39"E 5.08' J 0 STATE BANK
L6 S00002'30"W 83.31' Q LL
VOL. 2396, PG. 198
L7 S43028'43"W 40.45' "10) C.T.
L8 SO0000'22"W 17.31' ry r_ i� L5 TEMPORARY
L9 NB9035'20"E 9.50' t ONSTRUCTION HOPPE SUBDIVISION
LIO S89041'03"W 9.50' O , 1= II? EASEMENT
CAB. J, SL. 167
CO 0.0333 AC.
LII S00°00'22"W 31.13' O �`o I �) 1 1,450 S0. FT. P.R.W.C.T.
L12 N68047'39"E 18.97' _cl� ro
L13 S00°10'55"E 39.15' U1� b o 1W 1" 15'PAJF.
z o z Pert PLa1
L14 N89°59'58 �"W 17.10' z :i (D
1-15 S00002'30"W 45.52' w �o J �,
z ,.��
I) ALL BEARINGS SHOWN HEREON ARE BASED ON GRID hJ to ua
w ;
BEARING. ALL DISTANCES ARE SURFACE DISTANCES. o o
COORDINATES ARE GRID VALUES BASED ON THE TEXAS a 10-
J w
STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE NO. � -i SZ'°A3
4203, NAD 83. F, Ia-
FINAL PLAT
2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A � ���i SUBDIVISION OF THE CRACKER
TITLE ABSTRACT. THERE MAY BE OTHER INSTRUMENTS OF
RECORD THAT AFFECT THIS TRACT NOT DEPICTED HEREON. �' �� _� BARREL PROPERTY
pp CAB. K, SL. 228
1 HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT I GRID COORDINATES:
AND THAT THE PROPERTY SHOWN HEREON WAS DETERMINED
BY A SURVEY MADE ON THE GROUND UNDER MY DIRECT N=10,168.297.09 LOT I
.r �.. E=3.127.127. 11 11
SUPERVISIO 44 BLOCK A
3�`'� �=-J' f of
j QVIT
<%i
M. ST PHEN TRUESDALE DATE ,� � _
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 ...«.........
M.STEPFIf:PI 1TilJE80ALE.
LICENSED STATE LAND SURVEYOR
...........................»..
INLAND GEODETICS, LLC (t.o
FIRM REGISTRATION NO. 100591-00 yj'��FgH��;�,,�
1504 CHISHOLM TRAIL ROAD, SUITE 103 Q •SU�J� 02 28 2022
ROUND ROCK, TEXAS 78681
I N L A N D u PARCEL PLAT SHOWING P PERTY OF
<.FODul-Ic5 , HUTTO STATE BANK PARCEL 1
PROFESSIONAL LAND SURVEYORS
1 504 CHISHOLFI TRAIT.RO.STF.103
ROUNO ROCK,TX.79GR 1 SCALE PROJECT
PH.(S1])239-1200,FAX(511)23a-1251 WILLIAMSON COUNTY
FlRM REGISTRATION NO.10059I-00 1" = 40 CHISHOLM TRAIL PAGE 3 OF 3
STR