O-2023-428 - 12/21/2023 ORDINANCE NO. 0-2023-428
AN ORDINANCE VACATING, ABANDONING, RELEASING AND
CLOSING PORTION OF CR 112 STREET AND/OR ALLEY 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 1.3871 acre (60,400 square foot) portion of the CR 112 public street and right of
way situated in the City of Round Rock, Williamson County, Texas; said 1.3871 acre
portion being further described by metes and bounds in Exhibits "A-1 & A-2" 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 CR 112 public street and right of way, the location of which
is more particularly described in Exhibits "A-1 & A-2", 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.
0112.20232;4854-8798-2486
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, any common carrier, or the public in any
easements or utility infrastructure within the subject area related to public utilities and
storm water drainage facilities.
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expressly repealed.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
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.
z
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 Z�day of
, 2023.
Alternative 2.
READ and APPROVED on first reading this the day of
, 2023.
READ, APPROVED and ADOPTED on second reading this the day of
, 2024.
CRAIG ORG N, Mayor
City of Round ock, Texas
ATTEST:
t
MEAGAN S KS, qity Clerk
3
County: Williamson 11/14/2023
Parcel: 211-Part 1-Old CR 112 Page 1 of 5
Highway: C.R. 112
EXHIBIT A- 1
PROPERTY DESCRIPTION
DESCRIPTION OF A 1.316 ACRE (57,304 SQUARE FOOT) TRACT OF LAND, LOCATED
IN THE THOMAS TOBY SURVEY, ABSTRACT NO. 625 (SEABORN TRAVIS S-141),THE
THOMAS GLASSCOCK SURVEY, ABSTRACT NO, 255, AND THE WILLIS DONAHOE
SURVEY, ABSTRACT NO. 173, WILLIAMSON COUNTY,TEXAS, BEING A PORTION OF
THAT CERTAIN VARIABLE WIDTH PUBLIC ROADWAY KNOWN AS OLD COUNTY
ROAD 112 (OLD CR 112), NO DEDICATION FOUND TO DATE, SAID 1.316 ACRE
(57,304 SQUARE FOOT) TRACT OF LAND BEING SURVEYED ON THE GROUND IN
MAY AND NOVEMBER, 2023, UNDER THE DIRECT SUPERVISION OF MIGUEL A.
ESCOBAR, LSLS, RPLS, AND BEING MORE PARTICULARLY DESCRIBED BY METES
AND BOUNDS AS FOLLOWS:
COMMENCING at a 5/8-inch iron rod with aluminum cap stamped "CORR ROW" previously set
(Grid Coordinates determined as N=10,177,061.81, E=3,142,633.40) in the proposed south right-
of-way line of the realigned County Road 112, at its intersection with the east right-of-way line
of A.W. Grimes Boulevard (FM 1460), a variable width right-of-way, described in a Right-of-Way
Deed to the State of Texas of record in Volume 431, Page 347, of the Deed Records of Williamson
County, Texas, same line being the west boundary line of a called 1.660 acre tract of land,
described as "Tract 3" in a Trustee's Deed to Marta C. Avery, as Trustee of the Marta C. Avery
Exempt Trust, of Record in Document No. 2021038922, of the Official Public Records of
Williamson County, Texas, from which point, a TXDOT Type Il concrete monument found in the
existing south right-of-way line of said realigned County Road 112, at its intersection with said
east right-of-way line of A.W. Grimes Boulevard, for the northwest corner of said Tract 3 bears
with a curve to the left, having a delta angle of 0058'01", a radius of 1185.92 feet, an arc length
of 20.02 feet, and a chord which bears North 0522'25" East, for a chord distance of 20.01 feet;
THENCE, with said east right-of-way line of A.W. Grimes Boulevard and said west boundary line
of the 1.660 acre tract, with a curve to the right, having a delta angle of 06°29'48", a radius of
1185.92 feet, an arc length of 134.47 feet, and a chord which bears South 09°06'20" East, for a
chord distance of 134.39 feet, to a calculated point (Grid Coordinates determined as
N=10,176,929.13, E=3,142,612.14) in the north right-of-way line of aforementioned Old CR 112,
for the western most southwest corner of said Tract 3, and for the northwest corner and POINT
OF BEGINNING, of the herein described tract;
THENCE, with said north right-of-way line of Old CR 112, same line being the south boundary line
of said Tract 3, the following two (2) courses and distances:
(1) South 31'54'35" East, a distance of 57.32 feet, to a TXDOT Type II concrete monument
found for an interior ell corner of the herein described tract;
1$66 Chisholm Trail Rd#103 n
Round Rock,TX 78681
TBPELS Firm No. 10059100
INLAND GEODETICS
512-238-12DO office
County: Williamson 11/14/2023
Parcel: 2R-Part 1 -Old CR 112 Page 2 of 5
Highway: C.R. 112
(2) North 6855'03" East, a distance of 676.43 feet,to a 5/8-inch iron rod with aluminum cap
stamped "CORR ROW" previously set in said proposed south right-of-way line of the
realigned County Road 112, at the beginning of a non-tangent curve to the left and for a
northeast corner of the herein described tract,from which point, a 5/8-inch iron rod with
aluminum cap stamped "CORR ROW" previously set in said proposed south right-of-way
line of the realigned County Road 112 bears with a curve to the right, having a delta angle
of 05°32'53", a radius of 3583.00 feet, an arc length of 346.95 feet, and a chord which
bears South 82°44'52" West, for a chord distance of 346.81 feet;
(3) THENCE, with said proposed south right-of-way line of the realigned County Road 112, with said
curve to the left, having a delta angle of 01°06'24", a radius of 3583.00 feet, an arc length of
100.25 feet, and a chord which bears North 79010'20" East, for a chord distance of 100.24 feet,
to a calculated point in the west right-of-way line of Colony Drive, a 106 foot wide right-of-way,
dedicated in AVERY CENTRE EAST PHASE 2, a map of which is recorded in Document No.
2021132745, of said Official Public Records, for the easterly northeast corner of the herein
described tract, from which point, a 1/2-inch iron rod with cap stamped "PAPE DAWSON" found
in the aforementioned existing south right-of-way line of the realigned County Road 112 bears
North 56°07'40" West, a distance of 25.34 feet;
THENCE, with said west right-of-way line of Colony Drive, over and across said Old CR 112, the
following two (2) courses and distances:
(4) South 56°07'40" East, a distance of 18.52 feet, to a 1/2-inch iron rod with cap stamped
"PAPE DAWSON" found for an angle point of the herein described tract;
(5) South 12°44'36" East, a distance of 33.62 feet,to a calculated point in the south right-of-
way line of said Old CR 112, same line being the north boundary line of a called 76.411
acre tract of land, described as "Tract 1" in the aforementioned Trustee's Deed to Marta
C. Avery, as Trustee of the Marta C. Avery Exempt Trust, of Record in Document No.
2021038922, of said Official Public Records, for the southeast corner of the herein
described tract;
THENCE,with common line of said Old CR 112 and said Tract 1,the following two (2) courses and
distances:
(6) South 6853'00" West, a distance of 824.90 feet,to a TXDOT Type II concrete monument
for the northern most northwest corner of said Tract 1, and for an interior ell corner of
the herein described tract;
1504 Chisholm Trail Rd#143 n
Round Rock,TX 78681 I
TBPELS Firm No. 10059100 INLAND GEODETICS
512-238-1200 office
County: Williamson 11/14/2023
Parcel: 211-Part 1 -Old CR 112 Page 3 of 5
Highway: C.R. 112
(7) South 57'04'15" West, a distance of 56.97 feet, to a calculated point in the
aforementioned east right-of-way line of A.W. Grimes Boulevard for the western most
northwest corner of said Tract 1, and for the southwest corner of the herein described
tract;
(8) THENCE, North 12022'29" Bast, with said east right-of-way line of A.W. Grimes Boulevard, over
and across said Old CR 112, a distance of 161.53 feet,to the POINT OF BEGINNING and containing
1.316 acres (57,304 Sq Ft) of land, more or less, within these metes and bounds.
Bearings are based on the Texas Coordinate System of 1983, Central Zone, (NAD 83(2011)). All
distances are surface values represented in US Survey Feet based on a Surface-to-Grid Combined
Adjustment Factor of 0.99988073.
The foregoing metes and bounds description, and survey on which it was based, is accompanied
by and a part of a survey map of the subject tract.
THE STATE OF TEXAS §
§ KNOWN ALL MEN BY THESE PRESENT
COUNTY OF WILLIAMSON §
That I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the
above description and the accompanying sketch is true and correct to the best of my knowledge
and belief and the property described herein was determined by a survey made on the ground
during the months of May and November, 2023, under my direct supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas on this 14th of
November, 2023, A.D.
OF
INLAND GEODETICS
�� MIGUEL ANGEL ESCOBAR
Miguel A. Escobar, L.S.L.S., R.P.L.S. A••5630••
Texas Reg. No. 5630 �q�OFessto`.�Q
1504 Chisholm Trail Rd #103
y�•3UR�E�
Round Rock, TX 78681
TBPELS Firm No. 10059100
Proj No. RPS-001
S:\RPS NORTH AMERICA\CR 112\5-Descriptions-Repoas\PARCEL 2R-PART 1\RPS-001-PARCEL 2R-PART 1-CR 112.docx
1504 Chisholm Trail Rd#103 n
Round Rock,TX 78681 I l►...,
TBPELS Firm No. 10059100 INLAND GEODETICS
S12-238-1200 office
EXHIBIT A-l
PLAT TO ACCOMPANY DESCRIPTION
CURVES ARC LENGTH CHORD LENGTH CHORD BEARING DELTAGLE
Q Cl 3583.00 100.25 100.24 N 79'10 20 E 1'36 11
C2 1185.92 20.02 20.01 N 05'22'25" E 0'58 01
Q1 C3 1185.92 134.47 134.39 S 09'06 20 W 6729'48"
oco
Ne C4 3583.00 346.95 346.81 S 8744'52- W 5'32 53
rs VEY
� :�; k .•-* K SU
t �a 1 GCASSC NO 255
-ec cla + THOM 46STRACT
0 100 200
P.O.0 _-T'WATERLINE ,OWC.
EASEMENT ,
GRID COORDINATES: TRACT'D""—." W16Ty 2
+
CITY OF ROUND ROCK V
N=10,177,061.81 . 1 r-� 14R/�S �
E=3,142,633.40 G1V I DOC.P.R.W.0038408 . _`1) v wrL SCN COU PROPOSED R.0
75"`00 Off. No 0CAc S W.
T --..R s02p9", Fk/
N P B ! WATERLINE EASEMENT '^� N
,n ^? TRAC4"B" `" R0p0SED r`4'R X1,,2 S� C R
U/ CITY OF R UND ROCK / R.O, fM6tNf iy
GRID COORDINATES: �W. £RS
DOC. N0. 07038408 /
N=10,176,929.13 o.P.R .0.T. / kl T DELI
N
E=3.142,612.14 15' ELECTRIC k / MARTA C. AVERY sr/�O h5 0 M�--_.T
/ COMMUNICATION I /EXEMPT TRUST
VOL.LINES 289,PGE 727 f/ `
dz VOL. 1289, PG. 731 / t( RACT 3) 1.660 AC. ` .� -- .` 20TOD
o.R.W.c.T. / AOC. NO. 2021038922 -C4 OLD C.R. 112
-/— — O.P.R_W.C.T_
REUSE WATERLINE EASEMENT '-- y
v y / OLD C.R. 112 CITY OF ROUND ROCK
(R.O.W. WIDTH VARIES) EXHIBIT"C' _
WATERLINE EASEMENT PART 1 DOC.NO. 201400 091 4
(NO DEDICATION FOUND TO DATE} O.P.R.W.C.T. OSTENSIBLE SURVEY LINE J
n DOC. LI 20ASEME T / - - —1.316 AC.- - -
O.P.R.W.C.T. /I 57,304 SQ. FT. - - - - - - - - - -
MARTA C. AVERY BEARINGLINE
DISTANCE >3 r
f EXEMPT TRUST SURVEY L2 N 68'55 03 E 676.43 0 37.32 �^�
Y SURVEY (TRACT 1) 76.411 AC. OONAHO0. 173 L3 S 4 S 12'4436 E 33.62
OMAS TOB N0 52141} OOC. 0 P.R W2C 038922 �L(A�S ACT o 1D zo
a W T R L5 S 68'53 00 W 824.90 0 -
5 TH TRA vIS z L6 S 57.0415 W 56.97 017
ABS N TRA L7 N 12'2229 E 161.53 `" '
(SEABOR o L8 IN 56707-40- W 25.34
11/9/2023
� PARCEL PLAT SHOWING PROPERTY OF PARCEL 2R
� IN LAN Du PART 1
s �GEODIETICS, OLD C.R. 112
w r 1.316 AC.
1 1504 016HOLM TRAIL RO.STE 103
a Y ROUND ROaS,TX 78681 SCALE PROJECT 57.344 SQ. FT.
= PK6I2)238-12W.FAX(SRAi2)238.12S1 WILLIAMSON COUNTY
IN FIRM RFGISTTION NO.100591-00 1. = 1 Do' CR 112 PAGE 4 OF cJ
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moi,
EXHIBIT A_1
PLAT TO ACCOMPANY DESCRIPTION
LEGEND
IRON ROD WITH ALUMINUM CAP P.O.B. POINT OF BEGINNING
STAMPED "CORR ROW" SET P.O.C. POINT OF COMMENCING
p IRON ROD WITH PLASTIC CAP ( ) RECORD INFORMATION
FOUND - AS NOTED P.R.W.C.T. PLAT RECORDS
• 1/2" IRON ROD FOUND WILLIAMSON COUNTY, TEXAS
O TxDOT TYPE II CONCRETE D.R.W.C.T. DEED RECORDS
MONUMENT FOUND WILLIAMSON COUNTY, TEXAS
O.R.W.C.T. OFFICIAL RECORDS
D CALCULATED POINT WILLIAMSON COUNTY, TEXAS
PL PROPERTY LINE O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS
r LINE BREAK WILLIAMSON COUNTY, TEXAS
�y DENOTES COMMON OWNERSHIP
NOTE:
1. BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM
a OF 1983, CENTRAL ZONE NAD83 (2011). ALL DISTANCES
M SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S.
SURVEY FEET BASED ON A SURFACE—TO—GRID COMBINED
M ADJUSTMENT FACTOR OF 0.99988073.
N
4
M 2. REFERENCE IS HEREON MADE TO THE METES AND BOUNDS
DESCRIPTION OF THIS TRACT ACCOMPANYING THIS SKETCH.
}
w I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND
THAT THE PROPERTY SHOWN HEREON WAS DETERMINED BY A
SURVEY MADE ON THE GROUND IN MAY AND NOVEMBER, 2023
9 UNDER MY DIRECT SUPERVISION. �E OF T
�'tP�G45T�
a11/14/2023 ............. '
MIGUELANGELESCOBAR
` MIGUEL A. ESCOBAR DATE •1.................
N '°9 � �� ••
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5630 5630
LICENSED STATE LAND SURVEYOR !'OF ssti
INLAND GEODETICS, LLC gNQSURNE�
a FIRM REGISTRATION NO. 100591-00
S 1504 CHISHOLM TRAIL ROAD, SUITE 103
a ROUND ROCK, TEXAS 76681
11/9/2023
I
INLANOPARCEL PLAT SHOWING PROPERTY dF PARCEL 2R
3 aEODETICS' OLD C.R. 112 PART 1
SIZ �NOSURyEYORS
1504 CHISHOI TRAR R0.STE.103
57,304 SQ. Fr.
S ROUND 79681 SCALE PROJECT
Fat51zlz3s-1z00,FAX(512)Z38-1251 WILLIAMSON COUNTY
S ILL FIRM REGISTRATION N0.100591-00 — 1 00� CR 1 12 PAGE 5 OF 5
0
2
vi
County: Williamson 11/14/2023
Parcel: Parcel 2R-Par-1:2 Page 1 of 4
Highway: C.R. 112
EXHIBIT A_2
PROPERTY DESCRIPTION
DESCRIPTION OF A 0.0711 ACRE (3096 SQUARE FOOT)TRACT OF LAND, LOCATED IN THE
THOMAS GLASSCOCK SURVEY, ABSTRACT NO. 255, AND THE WILLIS DONAHOE SURVEY,
ABSTRACT NO. 173, WILLIAMSON COUNTY,TEXAS, BEING A PORTION OF THAT CERTAIN
VARIABLE WIDTH PUBLIC ROADWAY KNOWN AS OLD COUNTY ROAD 112 (OLD C.R. 112),
NO DEDICATION FOUND TO DATE, SAID 0.0711 ACRE (3096 SQUARE FOOT) TRACT OF
LAND BEING SURVEYED ON THE GROUND IN MAY AND NOVEMBER, 2023, UNDER THE
DIRECT SUPERVISION OF MIGUEL A. ESCOBAR, LSLS, RPLS, AND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a 1/2-inch iron rod with cap stamped "PAPE DAWSON"found in the existing south right-
of-way of the realigned County Road 112, a variable width right-of-way, dedicated in a Donation Deed to
Williamson County of Record in Document No. 2005010992, of the Official Public Records of Williamson
County, Texas, (Grid Coordinates determined as N=10,177,156.72, E=3,143,350.92), for the northwest
corner of Colony Drive, a 106 foot wide right-of-way,dedicated in AVERY CENTRE EAST PHASE 2,a map of
which is recorded in Document No. 2021132745, of said Official Public Records, from which point a 1/2-
inch iron rod with cap stamped"PAPE DAWSON"found in the west right-of-way of said Colony Drive bears
South 56°07'40" East, a distance of 43.86 feet;
THENCE, with the common line of the realigned County Road 112 and Colony Drive, the following two (2)
courses and distances:
1. North 80°29'16" East, a distance of 86.52 feet,to a calculated point at the beginning of a curve to
the left;
2. With said curve to the left, having a delta angle of 02°59'14", a radius of 1540.00 feet, an arc
length of 80.29 feet,and a chord which bears North 83°34'05" East,for a chord distance of 80.28
feet, to a 1/2-inch iron rod with cap stamped "PAPE DAWSON" found for the northeast corner of
said Colony Drive;
THENCE, with a curve to the left, with said south right-of-way line of the realigned County Road 112,
having a delta angle of 01°43'28", a radius of 1540.00 feet, an arc length of 46.35 feet, and a chord which
bears North 81°12'44" East, for a chord distance of 46.35 feet, to a calculated point for the northeast
corner and POINT OF BEGINNING of the herein described tract (Grid Coordinates determined as
N=10,177,156.72, E=3,143,561.81);
(1) THENCE,with a curve to the left,with said south right-of-way line of the realigned County Road 112,same
line being the north boundary line of a called 76.411 acre tract of land,described as"Tract 1"in a Trustee's
Deed to Marta C. Avery, as Trustee of the Marta C. Avery Exempt Trust, of Record in Document No.
2021038922, of said Official Public Records, having a delta angle of 05°10'48", a radius of 1540.00 feet,
an arc length of 139.23 feet,and a chord which bears North 77°45'36" East,for a chord distance of 139.18
feet,to a calculated point for the southeast corner of the herein described tract;
1504 Chisholm Trail Rd#103 n
Round Rock,TX 78681 I ^s"-n
TBPELS Firm No. 10059100 INLAND GEODE11C5
S12-238-1200 office . a sYrOf s
County: Williamson 11/14/2023
Parcel: Parcel 2R- Part 2 Page 2 of 4
Highway: C.R.112
(2) THENCE,South 68°52'03" West,with the south right-of-way line of the aforementioned Old County Road
112,same line being a north boundary line of said Tract 1, a distance of 217.80 feet,to a calculated point
in the east right-of-way line of said Colony Drive for the southwest corner of the herein described tract;
THENCE,with said east right-of-way line of Colony Drive,the following two (2) courses and distances:
(3) North 12°44'36" West,with a distance of 8.84 feet,to a calculated point for an angle point of the
herein described tract;
(4) North 34°56'45" East, a distance of 33.76 feet, to a calculated point at the beginning of a non-
tangent curve to the left,for the northwest corner of the herein described tract;
(5) THENCE, with said curve to the left, having a delta angle of 00°49'16", a radius of 3583.00 feet, an arc
length of 51.34 feet, and a chord which bears North 75°39'44" East,for a chord distance of 51.34 feet to
the POINT OF BEGINNING and containing 0.0711 acres of land (3096 Square Feet), more or less, within
these metes and bounds.
Bearings are based on the Texas Coordinate System of 1983, Central Zone, (NAD 83(2011)). All distances
are surface values represented in US Survey Feet based on a Surface-to-Grid Combined Adjustment Factor
of 0.99988073.
The foregoing metes and bounds description, and survey on which it was based, is accompanied by and a
part of a survey map of the subject tract.
THE STATE OF TEXAS §
§ KNOWN ALL MEN BY THESE PRESENT
COUNTY OF WILLIAMSON §
That I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above
description and the accompanying sketch is true and correct to the best of my knowledge and belief and
the property described herein was determined by a survey made on the ground during the months of May
and November, 2023, under my direct supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County,Texas on this 14th of November, 2023,
A.D.
INLAND GEODETiCS OF T
Miguel A. Escobar, L.S.L.S., R.P.L.S. MIcuEi.ANcELEscoe'a'R
Texas Reg. No. 5630 *-...F" 5630 P.=
1504 Chisholm Trail Rd#103 �q FEss
Round Rock,TX 78681
yQ SU4tVEy
TBPELS Firm No. 10059100
Proj No. RPS-001
S:\RP5 NORTH AMERICA\CR 112\S-Descriptions-Reports\PARCEL 2R-PART 2\RPS-001-DESCRIPTION-PARCEL 2R-PART 2.docx
1504 Chisholm Trail Rd#103
Reund Rock,TX 78681
TBPELS Firm No. 10059106 INLAND GEODETICS
512-238-1260 office L. e s u. 1 Y o
nd
EXHIBIT A-2
PLAT TO ACCOMPANY DESCRIPTION
CURVE -RADIUS ARC LENGTH C TH CHORD BEARING ANGLE
Cl 1540.00 139.0 139.18 N 7r45, 6" E 5*10 48
SURVEY E 0*49'16"
C2 3583.00' 51.34' 51,34! N 75*39'44
C3 1540.00' 80.-29r'--- 80.28' N 83'34 OS E 2'59 14
255 46.35 46.35' N 81*12*44 E
TOOMAS GL_ASS N0
O-
A05TpACT CR, 112 POB
r-vo
C4
OLD 0 100 200
C.R. 112
DETAIL '9
NOT TO SCALE
0 W C. 12
too * worty PROPOSED R.
Afo
0.P: . Ooso 1099i)
0.W. P.O.C.
PROPOS
00 OLD C.R. 11 GRID COORDINATES:
EO R.O.W PAPE 112 ENGINEER'S
DAWSO I N=10,177,156.72
— — — — — — — — — — — — E=3,143,350.92 P.O.B.
SEE DETAJL
Ki REUSE WATERLINE EASEMENT COORDINATES:
CITY OF ROUND ROCK OLD C.R. 112 PAPE
C4 N=10.177,187.08
EXHIBIT'C" DAWS N
DOC. NO. 2014000914 (R.O.W. WIDTH VARIES) E=3,143,561.81
_9.FLR.W.C.T. _(NO DEDICATION FOUND TO.DATE) DAWS0I%L
OSTENSIBLE SURVEY LINE
,q
EXISTING R.O.W.
MARTA C. AVERY > li
EXEMPT TRUST 22 d;�" . - - - - - - -
o Ge 1,z @ WATERLINE
(TRACT 1) 76.411 AC. C4 0 PART 2 EASEMENT
Raf TRACT'B'
cc 0.0711 AC. CITY OF ROUND ROCK
DOC. NO. 2021038922
cc ;o 3096 SQ. FL DOC. NO. 2007038408
9 SURVEY
O.P.R.W.C.T. d O.P.R.W.C.T.
k 0
t OE0
92 DoNpvi .10,
Ck h10. 173 INE @Effl
[js S 59 DISTANCE
WIL Ll 2,03,, W 217.80'
ttI L2 N 12'44 36 W 9.84
L3 N 34'56'45" E 33.76'
L4 N E0'29'1 6- E 86.52
L.5 S 56'07 40 E 43.86
11/13/2022
NLANDuPARCEL PLAT SHOWING PROPERTY OF PARCEL 2R
k
GEODETICS'� PART 2
TRAIL vEvolts OLD C.R. 112 0.0711 AC.
I SO4 CC STE 103
ROUND ROCK.TX 78681 3096 SO. FT.
< Mf3I2J238-I200.FAXtSI2)23&-I2SI SCALE PROJECT
x FIRM MCWRATION NO.10001-OLY 1. = 100 WILLIAMSON COUNTY CR 112
t2
0 PAGE .2 OF 41
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EXHIBIT A~G
PLAT TO ACCOMPANY DESCRIPTION
LEGEND
p IRON ROD WITH ALUMINUM CAP P.O.B. POINT OF BEGINNING
STAMPED "WILLIAMSON—COUNTY" SET P.O.C. POINT OF COMMENCING
p IRON ROD WITH PLASTIC CAP ( ) RECORD INFORMATION
FOUND — AS NOTED P.R.W.C.T. PLAT RECORDS
• 1/2" IRON ROD FOUND WILLIAMSON COUNTY, TEXAS
O TD.R.W.C.T. DEED RECORDS
xDOT TYPE II CONCRETE
MONUMENT FOUND WILLIAMSON COUNTY, TEXAS
O.R.W.C.T. OFFICIAL RECORDS
CALCULATED POINT WILLIAMSON COUNTY, TEXAS
PROPERTY LINE O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS
r LINE BREAK WILLIAMSON COUNTY, TEXAS
DENOTES COMMON OWNERSHIP
NOTE:
1. BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM
OF 1983, CENTRAL ZONE NAD83 (2011). ALL DISTANCES
Q SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S.
SURVEY FEET BASED ON A SURFACE—TO—GRID COMBINED
„ ADJUSTMENT FACTOR OF 0.99988073.
0
2. REFERENCE IS HEREON MADE TO THE METES AND BOUNDS
DESCRIPTION OF THIS TRACT ACCOMPANYING THIS SKETCH.
Y
L I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND
THAT THE PROPERTY SHOWN HEREON WAS DETERMINED BY A
tE SURVEY MADE ON THE GROUND IN MAY AND NOVEMBER, 2023
UNDER MY DIRECT SUPERVISION. _�S OF
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11/14/2023 ..:...............:..
MIGUE
ESCOBAR
A MIGUEL A. ESCOBAR DATE ..... ANG ...... ..
REGISTERED PROFESSIONAL LAND SURVEYOR N0. 5630 0 5630
LICENSED STATE LAND SURVEYOR 'RoF oaf'
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INLAND GEODETICS, LLC •SURA
9 FIRM REGISTRATION NO, 100591-00
5 1504 CHISHOLM TRAIL ROAD, SUITE 103
ROUND ROCK, TEXAS 78681
11/13/2023
I N L A N 0 a PARCEL PLAT SHOWING PROPERTY OF PARCEL 2R
CEODETICS'� PART 2
OF510NA;{ NDS"RVEYOAS OLD C.R. 112
0.0711 AC.
504OUNDDLM TRAIL ROC.Tk7 86 1 1.03 3096 SQ. FT.
a SCALE PROJECT
m.lsl""'-12oo,EA1($519J2jE-tlsl WILLIAMSON COUNTY
FIRM RECI5TRATIONN0.109591—OU 1' = 100' CR 112
PAGE 4 OF 4
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