CM-2026-204 - 8/7/2026Page is too large to OCR.
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PREPARED BY AND APPROVED AS TO SUBSTANCE AND FORM:
Lauren E. Krause
State Bar No. 24131419
laurennscrrlaw.com
(512) 255-8877
Sheets, Childs & Sandre,PLLC
309 East Main Street
Round Rock, Texas 78664
Attorney for Condemnor
CITY OF ROUND ROCK,T XAS
By:
Name: PkdonQi/ >L
Title: l lfq �
X17 2oZ(o
Agreed Final Judgment—Bullis(3) Page 4
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EXHIBIT"A"
County: Williamson Page 2 of 5
Waterline Easement: 3 March 4, 2022
Highway: C.R. 175 (Sam Bass Road)
Limits: From: F.M. 1431
To: 1,000' East of Wyoming Springs Drive
THENCE departing the common line of said Lot 2 and said Lot 1, over and across said Lot 1, the following three
(3) courses and distances numbered 5-7:
5) S 20°42'48" E, a distance of 170.87 feet to a calculated point being 15.00 feet left of Sam Bass
Waterline Easement E.C.S 15+33.49, said point being the beginning of a curve to the left,
6) With said curve to the left, an arc distance of 147.95 feet,through a delta of 13012'15", having a radius
of 642.00 feet and a chord that bears S 26056'46" E, a distance of 147.63 feet to a calculated point
being 15.00 feet left of Sam Bass Waterline Easement E.C.S 16+84.90, and
7) S 41005'14"E, a distance of 14.47 feet to a calculated point being 15.00 feet left of Sam Bass Waterline
Easement E.C.S 17+01.35 on the existing west right-of-way line of said Sam Bass Road, for the
southeast corner of the easement described herein;
8)THENCE S 20°29'34" E,with the existing west right-of-way line of said Sam Bass Road, a distance of 71.07 feet
to the POINT OF BEGINNING and containing 0.2130 acre (9,276 sq. ft.) of land, more or less.
This property description is accompanied by a separate plat of even date.
Bearing Basis:
All bearings shown are based on the Texas Coordinate System, Central Zone, NAD 83/2011. All distances shown
are surface and may be converted to grid by dividing by a Surface Adjustment Factor of 1.00012. Units: U.S. Survey
Feet.
**Unable to set at time of survey,5/8"iron rod with an aluminum cap stamped"Williamson County"may be set upon
completion of the road construction project under the supervision of a registered professional land surveyor.
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TRAVIS §
That I, Scott C. Brashear, 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 direction and supervision.
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas, on the date shown below.
lF G, - — 031041202
SE•OF 2
SURVEYING AND MAPPING, LLC
4801 Southwest Pkwy y * s Scott C. Brashear Date
Building Two, Suite 100 '••"•••'•••'•••'•••"•••
SCOTT RASHEAR Registered Professional Land Surveyor
C. B
Austin, Texas 78735 ..•...6660...•• . No. 6660-State of Texas
TX. Firm No. 10064300
� �:';�FSs�a:�••Q'
4tio suavEA
FN 49019 SAM Job No. 38216A
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EXHIBIT "A"
TEMPORARY C R. 175
CONSTRUCTION EASEMENT (SAM BASS RD)
--------- (0. 1418 AC. )
LEGEND ;' C.R. 175 -
(SAM BASS RD)
5/8" IRON ROD SET WITH ALUMINUM CAP 3 (0. 2130 AC. )
STAMPED "WILLIAMSON COUNTY" 15.01.35 •JOHN D. COCKLE
EXISTING 1s.00'LT
1/2" IRON ROD FOUND UNLESS NOTED Sc SEANTEL M. COCKLE, N
O FENCE POST (TYPE NOTED) ROW L7 HUSBAND AND WIFE r
L6RECORDED MAY 26,2005 0
DOC. NO. 2005039355
Q CALCULATED POINT 0.P. R.W.C. TX. o
C2,- o
Q PROPERTY LINE 1684.90 LOT 1
( ) RECORD INFORMATION 15.00'LT
P.O.B. POINT OF BEGINNING O3 SPANISH PHASE
TWO
P.O.C. POINT OF COMMENCING CABINET C, SLIDE 48
P.O.R. POINT OF REFERENCE LOT 1 P. R.W. C.TX.
N.T.S. NOT TO SCALE (L'
D.R.W.C.TX. DEED RECORDS OF --------------
WILLIAMSON COUNTY, TEXAS DETAIL "A" PARENT TRACT
O.R.W.C.TX. OFFICIAL RECORDS OF NOT TO SCALE NOT TO SCALE
WILLIAMSON COUNTY, TEXAS
O.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF
WILL IAMSON COUNTY, TEXAS
--L�—— DISTANCE NOT TO SCALE
——— — DEED LINE (COMMON OWNERSHIP)
NOTES:
I.ALL BEARINGS SHOWN ARE BASED ON NAD83/2011/NAVD88 TEXAS COORDINATE
SYSTEM, CENTRAL ZONE. ALL DISTANCES SHOWN ARE
SURFACE AND MAY BE CONVERTED TO GRID BY DIVIDING BY A SURFACE
ADJUSTMENT FACTOR OF 1.00012. ALL COORDINATES SHOWN ARE IN SURFACE
AND MAY BE CONVERTED TO GRID BY DIVIDING BY THE SAME FACTOR.
PROJECT UNITS ARE IN U.S. SURVEY FEET.
2.THIS SURVEY WAS COMPLETED WITH THE BENEFIT OF TITLE REPORT, PROVIDED
BY TITLE RESOURCES GUARANTY COMPANY GF NO. T-156563, EFFECTIVE DATE
NOVEMBER 12, 2021 AND ISSUED DATE bECEMBER 1, 2021. THERE MAY BE
EASEMENTS OR OTHEh MATTERS, RECORDED OR UNRECORDED, THAT ARE NOT SHOWN.. OF T
3.SAM BASS ROAD ENGINEER'S CENTERLINE ALIGNMENT DERIVED '� •.•••••. F
FROM KFRIESE. SCHEMATIC RECEIVED BY SAM, LLC. IN APRIL, 2019. ,tP.• OTST �'
9.THIS PLAT IS ACCOMPANIED 8Y A PROPERTY DESCRIPTION OF EVEN GATE.
h t• �' •••9J`
• AREA CALCULATED BY SAM,LLC. •SCOTT•C.•BRASHEAR
......•..........••....•.
s 6660
1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MY �•;may,_
DIRECTION AND SUPERVISION AND THAT THIS PLAT 1S TRUE AND CORRECT TO ,0 551a,M.'•OQ•
THE BEST OF MY KNOWLEDGE AND BELIEF. SURNF-y
PAGE 5 OF 5
REF. FIELD NOTE N0. 49019
F1LE:\\sami nc\AUSVPROJECTSV OI 7038216AV 00\Survey\03Exh(D)ts\WL-3\WREF Cgn
03/04/2022 EXISTING 4. 50 AC. ACQUIRE 1 0. 000 C. IREMAINING14. 50 AC. RIGHT
SCOTT C. BRASHEES DATE 4801 Southwest Parkway EASEMENT SKETCH
REGISTERED PROFESSIONAL LAND SURVEYOR S
�", Building Two, Suite 100 SHOWING PROPERTY OF
N0. 6660, STATE OF TEXAS Austin.Texas Suite 1 JOHN D. COCKLE &
(512) 447-0575 SEANTEL M. COCKLE
Fax.: (512) 326-3029 WATERLINE EASEMENT 3
To=Rim RpWmft1O = 0. 2130 AC. (9, 276 SQ. FT. )
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GRANTOR:
Paul Bullis
Acknowledgment
STATE OF TEXAS
COUNTY OF
This instrument is acknowledged before me on the (v day of Sv 202(( by
Paul Bullis, in the capacity and for the purposes and consideration recited herein.
e
PHILLIP MAURICE MCCLAIN,JR. Notary P llc, State of Texas
SNotary Public, State of Texas Printed Name: )t
1 :*` Comm.Expires 7704.2028
Notary ID 735753080 My Commission Expir 2
I ..
5
GRANTOR:
By: IIGAL �l 13UAiLl�Y
Susan Lofton Igullis
Acknowledement
STATE OF TEXAS
COUNTY OF WAj1rA JJV%
This instrument is acknowledged before me on the 1j day of a 12026 by
Susan Lofton Bullis, in the capacity and for the purposes onsideration re ited herein.
Notaq Public, St a of Texas
PHILLIP MAURICE MCCLAIN,JR, PrinteCommission d Name: qi/'
=g.' %Notary Public,State of Tezas11
ZI
',°`...;
'.- Comm.Expires 12.06.2028 My Expires: I tl U
'a�„?•�••�° Notary ID 135258080 �
6
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EXHIBIT "A"
County: Williamson Page 2 of 5
Waterline Easement: 3 March 4, 2022
Highway: C.R. 175 (Sam Bass Road)
Limits: From: F.M. 1431
To: 1,000' East of Wyoming Springs Drive
THENCE departing the common line of said Lot 2 and said Lot 1, over and across said Lot 1, the following three
(3)courses and distances numbered 5-7:
5) S 20°42'48" E, a distance of 170.87 feet to a calculated point being 15.00 feet left of Sam Bass
Waterline Easement E.C.S 15+33.49, said point being the beginning of a curve to the left,
6) With said curve to the left, an arc distance of 147.95 feet, through a delta of 13012'15", having a radius
of 642.00 feet and a chord that bears S 26°56'46" E, a distance of 147.63 feet to a calculated point
being 15.00 feet left of Sam Bass Waterline Easement E.C.S 16+84.90, and
7) S 41'05'14"E, a distance of 14.47 feet to a calculated point being 15.00 feet left of Sam Bass Waterline
Easement E.C.S 17+01.35 on the existing west right-of-way line of said Sam Bass Road, for the
southeast corner of the easement described herein;
8)THENCE S 20°29'34" E,with the existing west right-of-way line of said Sam Bass Road, a distance of 71.07 feet
to the POINT OF BEGINNING and containing 0.2130 acre(9,276 sq.ft.) of land, more or less.
This property description is accompanied by a separate plat of even date.
Bearing Basis:
All bearings shown are based on the Texas Coordinate System, Central Zone, NAD 83/2011.All distances shown
are surface and may be converted to grid by dividing by a Surface Adjustment Factor of 1.00012. Units: U.S. Survey
Feet.
"Unable to set at time of survey, 5/8" iron rod with an aluminum cap stamped"Williamson County"may be set upon
completion of the road construction project under the supervision of a registered professional land surveyor.
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TRAVIS §
That I, Scott C. Brashear, 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 direction and supervision.
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas, on the date shown below.
tE.OF TF '15 6—:;, G, /� — 0310412022
SURVEYING AND MAPPING, LLC ?: cyst +9
4801 Southwest Pkwy ":' s Scott C. Brashear Date
Building Two, Suite 100 •S••^COTTT• •'••'•BRASHEAR••••••-••• Registered Professional Land Surveyor
Austin, Texas 78735 •••••..................6660 No. 6660—State of Texas
TX. Firm No. 10064300 %
+�•SUR�E�
FN 49019 SAM Job No. 38216A
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EXHIBIT "A"
TEMPORARY C R. 175
CONSTRUCTION EASEMENT (SAM BASS RD)
---------------- (0. 1 418 AC. )
LEGEND c.R. 175 ..
- --.-_---
(SAM BASS RD)
STAMPED M IRON ROD SET WITH ALUMINUM CAP
3 (0. 2130 AC. )
STAMPED WILLIAMSON COUNTY" 15.00'LT JOHN D. COCKLE
0 1/2" IRON ROD FOUND UNLESS NOTED
EXISTING �( & SEANTEL M. COCKLE, N
ROW L7 HUSBAND AND WIFE Y
O FENCE POST (TYPE NOTED) RECORDED MAY 26,2005 0
Q CALCULATED POINT DOC. NO. 2005039355 0
C2.._.� O.P.R.W.C. TX. 00
Q PROPERTY LINE 16.84.90
( 1 RECORD INFORMATION 15.00'LT LOT I
SPANISH OAK TERRACE
P.O.B. POINT OF BEGINNING O PHASE TWO
P.O.C. POINT OF COMMENCING CABINET C, SLIDE 48
P.O.R. POINT OF REFERENCELOT I P. R.W.C. TX.
N.T.S. NOT TO SCALE R
D.R.W.C.TX. DEED RECORDS OF --------------
WILLIAMSON
- ---_ _ -
WILLIAMSON COUNTY, TEXAS DETAIL "A" PARENT TRACT
OFFICIAL RECORDS OF NOT TO SCALE NOT TO SCALE
O.R.W.C.TX. WILLIAMSON COUNTY, TEXAS
O.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS
—t—�——— DISTANCE NOT TO SCALE
—-- — DEED LINE (COMMON OWNERSHIP)
NOTES:
I.ALL BEARINGS SHOWN ARE BASED ON NA083/2011/NAVD88 TEXAS COORDINATE
SYSTEM CENTRAL ZONE. ALL DISTANCES SHOWN ARE
SURFACE AND MAY BE CONVERTED TO GRID BY DIVIDING BY A SURFACE
ADJUSTMENT FACTOR OF 1.00012. ALL COORDINATES SHOWN ARE IN SURFACE
AND MAY BE CONVERTED TO GRID BY DIVIDING BY THE SAME FACTOR.
PROJECT UNITS ARE IN U.S. SURVEY FEET.
2.THIS SURVEY WAS COMPLETED WITH THE BENEFIT OF TITLE REPORT, PROVIDED
BY TITLE RESOURCES GUARANTY COMPANY GF N0. T-156563, EFFECTIVE DATE
NOVEMBER 12 2021J� AND ISSUED DATE bECEMBER 1 2021. THERE MAY BE
EASEMENTS Oh OTHEh MATTERS, RECORDED OR UNRECbRDED, THAT ARE NOT SHOWN..
OF
3.SAM BASS ROAD ENGINEER'S CENTERLINE ALIGNMENT DERIVED •�F' TF
FROM KFRIESE. SCHEMATIC RECEIVED BY SAM, LLC. IN APRIL, 2019. .lP;•"GIST •••��'
4.THIS PLAT IS ACCOMPANIED BY A PROPERTY DESCRIPTION OF EVEN DATE.
•
• •
AREA CALCULATED BY SAM,LLC. SCOTTC.�BRASHEAR
.........................
t 6660
I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MY g4••-vry•-Ssl 0�'
DIRECTION AND SUPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO -.. c
THE BEST OF MY KNOWLEDGE AND BELIEF. N� S..... ..1
PAGE 5 OF 5
REF. FIELD NOTE N0. 49019
FILE:\\saminc\AUS\PROJECTS\101703B216A\100\Survey\03Exhibits\WL-3\WL-3.tlgn
03/0'12022 EXISTING 1 4. 50 AC. ACQUIRE 1 0. 000 AC. REMAINING 14. 50 AC. RIGHT
SCOTT C. BRASHEAR4801 Southwest Parkway EASEMENT SKETCH
REGISTERED PROFESSIONAL LAND SURVEYOR DATE Building Two, Suite 100 SHOWING PROPERTY OF
NO. 6660, STATE OF TEXAS Austin. Texas 78735 JOHN D. COCKLE &
S (512) 447-0575 SEANTEL M. COCKLE
Fax.: (5 12) 326-3029 WATERLINE EASEMENT 3
T.F.R.WY Nclo0 300 0. 2130 AC. (9, 276 SQ. FT. )