O-2022-103 - 3/24/2022 ORDINANCE NO. 0-2022-103
AN ORDINANCE VACATING, ABANDONING, RELEASING AND
CLOSING PORTION OF A STREET AND/OR ALLEY IN THE
OAKMONT CENTRE SECTION FIVE SUBDIVISION, WITHIN THE CITY
OF ROUND ROCK, TEXAS, PURSUANT TO SECTION 311.007, TEXAS
TRANSPORTATION CODE, V.A.T.S., PROVIDING FOR A SAVINGS
CLAUSE AND REPEALING CONFLICTING ORDINANCES AND
RESOLUTIONS.
WHEREAS, Section 311.007, Transportation Code, V.A.T.S., allows a home-rule
municipality to vacate, abandon, or close a street or an alley; and
WHEREAS, the City of Round Rock desires to vacate, abandon, release and
close a 0.378 acre (16,450 square foot) portion of the Oakmont Drive public street and
right of way situated in Oakmont Centre Section Five, a subdivision in Williamson
County, Texas, recorded in Cabinet F. Slide 139, Plat Records of Williamson County,
Texas, and as Document No. 1984031177, Official Public Records of Williamson
County, Texas; said 0.378 acre portion being further described by metes and bounds in
Exhibit "A" attached hereto and incorporated herein; Now Therefore
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK,
TEXAS:
I.
That a portion of the Oakmont Drive public street and right of way situated in
Oakmont Centre Section Five, a subdivision in Williamson County, Texas,: the location
of which is more particularly described in Exhibit "A," said exhibit attached hereto and
made a part of this ordinance, be hereby vacated, abandoned, released and closed,
insofar as the right, title, or roadway easement of the public is concerned.
0112.20222,84885-079M836
II.
That the abandonment and release provided herein shall extend only to the
public right, title, or easement in and to the tracts of land described in Paragraph I of this
ordinance for the purpose of using same as a street or alley and shall be construed only
to pertain to that interest the governing body of the City of Round Rock may legally and
lawfully abandon. Nothing in this ordinance shall be construed to abandon or otherwise
affect the interest of the City of Round Rock or the public in easements within the
subject area related to public utilities and storm water drainage facilities. SAVE AND
EXCEPT, the City of Round Rock retains an easement for any existing public utilities
and storm water drainage facilities located within the right of way, and more particularly
the retention of a waterline easement in and to that certain 0.138 acre (5,990 square
foot) tract of land being further described by metes and bounds in Exhibit "B" attached
hereto and incorporated herein.
III.
A. All ordinances, parts of ordinances, or resolutions in conflict herewith are
expressly repealed.
B. The invalidity of any section or provision of this ordinance shall not
invalidate other sections or provisions thereof.
C. The City Council hereby finds and declares that written notice of the date,
hour, place and subject of the meeting at which this Ordinance was adopted was posted
and that such meeting was open to the public as required by law at all times during
21
which this Ordinance 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.
Alternative 1.
By motion duly made, seconded and passed with an affirmative vote of all the
Council members present, the requirement for reading this ordinance on two separate
days was dispensed with.
READ, PASSED, and ADOPTED on first reading this 24t""'day of
-111111111111-1-1111. 2{]22.
�,�.�.w.
Alternative 2.
READ and APPROVED on first reading this the _ day of
2022.
READ, APPROVED and ADOPTED on second reading this the
day of
......... ........... 12022.
40�Round"Rock,
OR NCity Texas
A EST:
MEAGAN INKS, 'ity Clerk
Page 1 of 4
01126121
EXHIBIT A
County:
Williamson
Parcel: Oakmont Dr. Right-of-Way Abandon t Tract
Highway: orta Street
PROPERTY DESCRIPTION FOR A PORTION OF OAKMONT DRIVE
DESCRIPTION OF IA 0.373 ACRE (16,450 SQUARE OT) TRACT OF LAND SITUATED IN THE
EPHRAIM EVANS SURVEY, ABSTRACT O. 212 IN WILLIAMSONCOUNTY, TEXAS, BEING
PORTION OAK O T DRIVE (6U RIGHT-OF-WAY WIDTH), PLATTED IN OAKMONT CENTRE
SECTION FIVE, A SUBDIVISION OF RECORD IN CABINET F, SLIDES 139-142 OF THE PLAT
RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.378 ACRE (16,450 SQUARE FOOT) TRACT
OF LAND BEINGPARTICULARLY DESCRIBED 131' METES AND BOUNDS AS FOLLOWS:
BEGINNINGat an iron rod with aluminum cap stamped "ROW-4933" set 50.00 feet right of proposed
Orth Mays Baseline Station 77+39.20, (Grid Coordinates determined as ®10,175,340. 4,
E=3,130,124.01 TxSPC Zone 4203), being a point of intersection in the existing easterly Right-of-way
( line of North Mays (Right-of-Way width varies), and the existing easterly ROW line of said
Oakmont Drive (60' ROW width), same being the southerly corner of that called 0.136 acre ROW
Acquisition tract described in Deed to Williamson County, Texas recorded in Document No. 2018040315
of the Official Public Records of Williamson County, Texas, also being in the westerly boundary line of the
°plat of Lot 3, Block"A" Oakmont Centre, Section Five, a subdivision of record in Cabinet 2i® Slide 161-
162 of the Flat Records of Williamson County, Texas, for the northerly corner and POINT OF
BEGINNING of the herein described tract;
THENCE, departing said existing North Mays ROW line, with the southwesterly boundary line of said Lot
3A, and in part Lot 3B of said Oakmont Centre Section Five, same being the existing northeasterly ROW
line of said Oakmont Drive, the following tree(3)courses:
1) Along a curve to the left, having a delta angle o "1 radius of 370.00 feet, an arc length
of 40.35 feet, and a chord which bears °5 °° E, for a distance of 40.33 feet to a calculated
pint of tangency;
37'40'14" E, for a distance of 99.67feet to a calculated point of curvature to the left, and from
which a leaning 112 inch iron rod found bears S 2943° " E at a distance of 0.56 feet;
3) Along said curve to the left, having a delta angle of 56051'251% a radius of 270.00 feet, an arc
length of 267.93feet, and a chord which bears S 66021'08" E, for a distance of 257.07 feet to an
iron rod with aluminum cap stamped " 933®` set 316.83 feet right of proposed North Mays
Baseline Station 74+61059, being in the proposed northerly ROW line of said Oakmont Drive,
same being in the southerly boundary line of said Lot 3B, being a point of non-tangency, for the
easterly corner of the herein describe tract;
4) THENCE, departing said Lot 3g, crossing said existing Oakmont Drive with the proposed
northerly ROW lime of said Oakmont Drive, °' W, for a distance of 158.23 feet to a
calculated point in the existing southwesterly ROW line of said Oakmont Drive, same being in the
northerly boundary line of that called 0.398 acre ROW Acquisition tract described in Deed to
Williamson County, Texas recorded in Document No. 2021197509 o the icial Public
Records of Williamson County, Texas, being a point of curvature of a non-tangent curve to the
right, for the southerly corner of the herein described tract;
Page 2 of 4
5) THENCE, departing said proposed northerly ROW line of Oakmont Drive, with the existing
southwesterly ROW line of Oakmont Drive, along said curve to the right, having a delta angle of
04"02147", a radius of 330.00 feet, an arc length of 23.31 feet, and a chord which bears
N 64021'55" W, for a distance of 23.30 feet to a 1/2" iron rod found, being the northerly corner of
said 0,398 ROW Acquisition tract, same being an angle point in the easterly boundary line of that
called 1,225 acre ROW Acquisition tract (Exhibit A, Parcel 9) described in Deed to Williamson
County, Texas, recorded in Document No. 2018020604 of the Official Public Records of
Williamson County, Texas;
® with the existing easterly ROW line of said North Mays Street (easterly line of said 1.225 acre
tract), being the existing southwesterly ROW line of said Oakmont Drive, same being the southwesterly
and westerly lines of the herein described parcel the following three (3)courses:
6) Continuing along said curve to the right, having a delta angle of '68", a radius of 330.00
feet, an arc length of 140.64 feet, and a chord which bears N 50007'66" W, for a distance of
139.58 feet to a leaning 1/2"iron rod found, for a point of tangency;
7) N 37'40'14"W,fora distance of 9.98 feet to a calculated angle point;
8) THENCE, departing said 1.225 acre ROW Acquisition tract, crossing said existing Oakmont
Drive, with the proposed or Mays easterly ROW line, N 12*09'15"W, for a distance of 144.30
feet to the POINT OF BEGINNING, containing 0.378 acres (16,450 square feet) of land, more or
less.
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 8&
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE P RESENTS:
COUNTY OF WILLIAMSON §
That 1, 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 H ND AND SEAL at Round Rock, Williamson County, Texas.
M.. Step In rues ale Date
Registered Professional Land Surveyor No. 4933
Licensed State Land Surveyor l?
Inland Geodefics, LLC
Firm Registration No: 100591,00 NI D I k
1504 Chisholm Trail Road, Suite 103
Round Rock, TX 78681 4111533
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SA I JAWMAYS EMAPARCEILWEVERS90N TRACTOAKMONT DRIV R-OAKMONI DRIEVE-ROW ARANDONMENTTRACIA00
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PACE OF
NUMBER DELTA RADIUS LENGTH Ck•1CbRD CHORD BEARING
.......................................... ............................._.
C fl 06' 14'54" 370.00' 40. 35' 40..33" 34'35''56°„E
'E2 56*51 ' 25" 270.00' 267.93' 257.07' S66*21 '415°"E
-s 04' 412' 47 . 3341„00' 23. 31 ' 23. 3 41......................... N 4*21 '55".
............................................... .......................................................
C4 24"24'5B " 330.00 fl 4418 64' 139. 58' N50*07`56"'W
................... .......................
q'C41 42'4° 32°43""D Q33�1'0OF, 1 (141. 37" 1 q 1441. 29' ) q��49'00'55°"'E1
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PARCEL. PII...AT SHOWING PROPERTY OF
GEODETICS .9 CITY OF MOUND ROCK, TEXAS
ABANDONMENT TRACT
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No Text
Page 1 of 4
01/26/21
EXHIBITB
County: Williamson
Tract Oakmont Dr. Waterline Easement
Highway: North Mays Street
WATERLINE
DESCRIPTION OFA 0.138 ACRE (5,990 SQUARE FOOT) TRACT OF LAND SITUATED IN THE EPHRAIM
EVANS SURVEY, ABSTRACT O. 212 IN WILLIAMSONCOUNTY, TEXAS, BEING A PORTION OF
OAKMONT DRIVE ( 0° RIGHT-OF-WAY WI T ) PLATTED IN OAKMONT CENTRE SECTION FIVE, A
SUBDIVISION OF RECORDIN CABINET F, SLIDES 139-142 OF THE PAT RECORDS OF WILLIAMSON
COUNTY,TEXAS,SAID 0.136 ACRE TRACT IS WITHIN A 0.378 ACRE PORTION OF SAID OAKMONT DRIVE
O BE ABANDONED, SAID 0.136 AC (5,990 SQUARE FOOT) TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at an iron rod with aluminum cap stamped"ROW-4933" set 50.00 feet right of proposed North
Mays Baseline Station 77-+39.20, (Grid Coordinates determined as =10,175®340.64, E®3,130,124.01 TxSPC
Zone 4203), being a point of intersection of the proposed easterly Right-of-Way(ROW)line of North Mays
width varies),and the existing easterly ROW line of said Oakmont Drive,same being the southerly corner oft at
called 0,136 acre Row Acquisition tract described in Deed to Williamson County, Texas recorded in Document
No, 2016040315 of the Official Public Records of Williamson County,Texas,also being in the westerly boundary
line of Replat of Lot 3, Block"A', Oakmont Centre, Section Five (Lot 3A), a subdivision of record in Cabinet Z,
Slides 161-162 of the Plat Records of Williamson County, Texas, also being the most northerly corner of said
0.376 acre to be abandoned portion of said Oakmont rive;
departing said westerly boundary line of said Lot 3A, with the westerly line of said 0.376 acre tract,
same being the proposed easterly ROW line of said North Mays Street, S 12'09'15'E,for a distance of 4.14 feet
to a calculated point, being the most northerly corner and POINT OF BEGINNINGof the herein described tract;
THENCE, epartin said proposed ROW line,through the interior of said 0.376 acre tract,with the northeasterly
line of the herein described tract,the following two( )courses:
1) S 37-26-14" E,for a distance of 136.16 feet to a calculated paint of curvature of a curve to the left;
2) Along said curve to the left, having a delta angle of 55032'45". a radius of 268.28 feet, an arc length of
260.09 feet, and a chord which bears S 65*11'36" E, for a distance of 260.02 feet to a point in the
southerly line of said 0.378 acre tract, same being the proposed northerly ROW line of said Oakmont
Drive, and from which, an iron rod with aluminum cap stamped "ROW-4933" set 316.63 feet right of
proposed North Mays Baseline Station 74+61.59, being the southeasterly corner of said 0.378 acre tract
bears N 77"50° 5"E, at a distance of 8.94 feet;
3) THENCE,with said southerly line of said 0.376 acre tract,same being the proposed northerly ROW line
of said Oakmont Drive crossing said a ont Drive, S 77"60'46"W,for a distance of 57.70 feet to the
calculated southwesterly corner of the herein described tract;
THENCE, with the southwesterly line of the herein described tract, through the interior of said 0.378 acre tract,
the following two(2)courses:
) Along a curve to the right, being 15° from and parallel tote northeasterly line herein, having a delta
angle of 1 ' a radius of 283.28 feet, an are length of 84.63 feet, and a chord which bears
72"48'24" ,for a distance of 84.32 feel to a calculated point of non-tangency;
Page 2 of 4
5) S 25"05'07" W, for a distance of 43.95 feet to a calculated point in the existing curving southwesterly
ROW line of said Oakmont Drive and said 0.378 acre tract,same being in the northerly line of that called
0.398 acre ROW Acquisition tract described in Deed to Williamson County,Texas recorded in Document
®. 2021197509 of the Official Public Records of Williamson County,Texas, and from which, the
calculated southerly corner of said 0.378 acre tract bears® with said curving southwesterly ROW line of
Oakmont Drive having a delta angle of 01050'30", a radius of 330.00 feet, an arc length of 10.61 feet,
and a chord which bears S 65027'48" E, at a distance of 10.61 feet:
6) THENCE, along said curving ROW line to the right, with said existing southwesterly ROW line of
Oakmont Drive and said 0.378 acre tract, having a delta angle of 02036'23", a radius of 330.00 feet,
passing at an arc length of 12.70 feet,a 112"iron rod found,being the northerly corner of said 0.398 acre
ROW Acquisition tract,same being an angle point in the easterly boundary line of that called 1.225 acre
ROW Acquisition tract(Exhibit A, Parcel 9)described in Deed to Williamson County,Texas recorded in
Document No. 2018020604 of the Official Public Records of Williamson County,Texas, and continuing
for a total arc length of 16.01 feet,and a chord which bears N 63*141401,W,for a distance of 16.01 feet
to a calculated point of non-tangency;
® departing said 1.226 acre ROW Acquisition tract, continuing with the southwesterly line oft a herein
described tract,through the interior of said 0.378 acre tract, the following three(3)courses:
7) N 25-05'07"E,for a distance of 44.09 feet to a calculated point at the beginning of a non-tangent curve
to the right;
8) Along said curve to the right, being 15'from and parallel to the northeasterly line herein, having a delta
angle of 23*47'25", a radius of 283.28 feet, an arc length of 117.62 feet, and a chord is bears
N 49*118157"W,for a distance of 116.78 feet to a calculated point of tangency;
9) N 37'26'14" W, for a distance of 104.39 feet to a calculated point in said proposed easterly ROW line
of North Mays Street,same being the westerly line of said 0.378 acre tract, for an angle point.
10) With said common line, N 12"09116" W, for a distance of 36.13 feet to the POINT OF BEGINNING,
containing 0.133 acres(5,990 square feet)of land, more or less.
This property description is accompanied by a separate tract 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 1, 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.
I-q
M. Step .,n rue ale Date
Registered Professional Land Surveyor No,4933
Oft-
Licensed State Land Surveyor
1,6 'k 'p T 4%
Inland Geodefics, LLC
_3
Firm Registration No, 100591-00
1504 Chisholm Trail Road, Suite 103M M'E111REN III1i'lgli L0 if.
Round Rock,TX 78681 49,15
.91 N
P e S S
S% UAWMAYS rX p TRACISlABANDONMFNT TRA(7T OAKMONT DRI VVWL 1,ASFMFNT doc
EXHIBIT I, B I,
PLAT TO ACCOMPANY PARCEL DESCRIPMON 01/26/21
......................................................I.I.I.I.I.I.I.I.I.I.I.,.I.I.I.I.I.I.I.I.I.I.I.I.I.I..''I PAGE 3 OF 4
NUMBER DEL,FA RAD I US i ENGTH CHORD CHORD BEARING
...............--.......................................................................................................................................;.........................................
......................
C 1 55* 32'45" 268. 28' 260.09' 250.02' 5650 I I '36"E
......................... ................-.1.1-1.1-1.1.1-1.1 .....................................................................................
..............................�7O'V�DV 283. 27W 8 4.63 84. 32' N72*48'24"W
.............................................................................
.0
i 15.01' N63* 14'40"W
C3 02' 36'23" 3� 6 "
.......................................................I.............................................................................................. ......................
C4 0 1 330.00' 10. 61 ' 10. 61' S65*27'48"E
.....................................................
C5 23- 47'25- 283® 1117.62' 116. 78' N49* 18'57"W
....................u..........................................I,.,.,.,.,.,.,.,...................................................................................................................
.................................m. ........................... .......................
fill 111,u 11 A10 SON
P.0. B. 0UNfY' 11 E X A';' 0 30 60
l 0.1 '111u All h'
EE A" DOC, 14()� 201MD4031115
17111
P�11L VL c L,
I'll 60'
DETAIL 8
ko a
LOT 3A
0.3 e ACg (5.064 AC. I
EASEMENT
()jjf?v t'y
f.vAlill
'pI
EKR'AC I o 21P
A )
0,
6%
All NLIMBER DIRECTION DISTANCE
......... ..........
NJ
S12'09' 15"'L 4. 14'
........................................... ................................................................ ............
112 N775045"E 8.94'
....................11.............. ...............43
......................................................
L3 S25'05*07"W 43.95
.................................................................................. .........................................
EASEMENT
dI 0. 138 AC.
V)w . LEANING L4 N25'0507'l . ........
5 1990 SO. FT. .................................................... ..................................................................
I I............... ........ ..............N..1 2..-.189.. 1 5 W....................................2.
A
0.378 AC.
RIGHT-OF-Ill
TO BE REPEAT OF
5 IS n
0 LOT 3, BLOCK A
2� ABANDONED I? X OAKMONT CENTRE
4 SECTION FIVE
CAB. Z, SLD. 161-162
OAKMONT0*CENTRE P.R.Iiii
IL
0 SECTION FIVELOT 3B
oll F, SLID. 1 39®1 42 4- OCY tl Ill All
P.R,W.C.T.
WILLIAMSON
COUNTY, TEXAS, SEE DEIAJL STA 74-6I 59
11.725 AIC„) STA,,
DOC. NO. 20101012.060'4 0 S L2
0.IN.FL ri 1% 1. 57175— — 1 0
0'4 5
57, 70' DETAIL "A"
PIT 74-17.77 A.T.S. P.0.77C.
j WILLIAMSON STA� -3%20
(ZOLINTY, TEXAS OAKMONT DR.
(R.0�p. §10TH vARIIES) 56°67(1° RT
oy 40,3918 INC.) GRID CCORDINATII
D110C. No. M21397s()�L—
N-10 175,30„114
ul,Pm R.TL C.1. 111
130,124.01
P.
LOT 3A
(9®04 All f `4
SURVEY LINE
OSTENS , d" I \ LOT 3A
IBLE in,
in
-REPLAT OF LOT 3
OAKMONT CENTRV
SECTION ONE REVISED DAVID CURRY SURVEY
CAB, 8B, SLID. 137-139
P.R.W.C. T. ABSTRACT O. 130
PARCEL PLAT SHOWING PROPERTY OF
I N LA N Du
GEODETICS CITY OF ROUND ROCK9 TEXAS EASEMENT TRACT
PROFESSIONAL LAND SURVEYOPS 0. 138 AC.
1504 CHISHOLM TRAIL RD.STE,103
ROUND ROCK,TX,79681 SCALE PROJECT COUNTY 59 990 SO. F T.
UN
PH.(5121239-1200,FAX(SiI2)238-1251
FIRM REGISTRAMON NO.I III 1-,00 N. MAYS EXTENSION �WILL�IAMSON
EXHIBIT I, B I,
PLAT TO ACCOMPANY PARCEL DESCRIlyrION 01/26/21
PAGE 4 OF 4
G E N D
.................................... ......................................................................................... ...m........._.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
E TXDOT TYPE I CONCRETE MONUMENT FOUND C CENTER LINE
FENCE CORNER POST FOUND I. PROPERTY LINE
RECORD INFORMATION
IRON ROD FOUND IUNIq..ESS NOTED LINE BREAK
IRON ROD FOUND W/PLASTIC: CAP DENOTES COMMON OWNERSHIP
0 COTTON GIN SPINDLE F01113ND P.O.B. POINT OF BEGINNING
PaO.R. POINT OF REFERENCE
IRON PIPE FOUIND UNLES's NOTED N. T. S. NOT TO SCALE
X X CUT FOUNDI:laR.W. C. T® DEED RECORDS
WILLIAMSON COUNTY, TEXAS
A 60/1) NAIL FOUND O.R.W. C. T. OFFICIAL RECORDS
A CALCULATED POINT WILLIAMSON COUNTY, TEXAS
0. IP. R.W.C. T. OFFICIAL PUBLIC RECORDS
0 V2" IRON ROD W1 ALUMINUM CAP WILLIAMSON COUNTY, TEXAS
STAMPED "ROW 4333"® SET P. R.W.C. T. PLAT RECORDS
(UNLESS NOTED OTHERWISE) WILLIAMSON COUNTY® TEXAS
il-I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.............................................................................................
..... ..............................................................................................
1) ALL BEARINGS SHOWN HEREON ARE BASED ON CHID BEARING. ALL DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE
SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE®
21 THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE ABSTRACT, THERE MAY BE OTHER INSTRUMENTS OF RECORD
THAT AFFECT THIS TRACT NOT DEPICTED HERON.
I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT
TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT
THE PROPERTY SHOWN HEREIN WAS DETERMINED BY A ;lp
SURVEY MADE .N I GROUND DER MY DI
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M. 5 E#HE: &RtESDAL DATE-
REGISTERED PROFESSIONAL LAND SURVEYOR NO, 4933
LICENSED STATE LAND SURVEYOR
INLAND GEODETICS, LLC
FIRM REGISTRATION NO. 100591-00
1504 CHISHOLM TRAIL ROAD, SUITE 103
ROUND ROCK, TX 78681
PARCEL PLAT SHOWING PROPERTY OF
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GEODETICS 'j CITY OF ROUND ROCK, TEXAS EASEMENT TRACT
PROFESSIONAL LAND SURVEYORS ® AC.
I SO4 CHISHOLM TRAIL RD.STE.103
ROUND ROCK,TX,78681 SCALE PROJECT COUNTY St 990 T
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EXTENSION PARCELConceptuol -- Subject to Chonge 9- 15-2017