R-2024-111 - 5/9/2024 N.Mays
RESOLUTION NO. R-2024-111
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 to and along N. Mays Blvd., 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 fee simple interest in and across approximately 0.1872 acre (8,155 SF) of
land in Williamson County, Texas, being more particularly described by metes and bounds in Exhibit
"A" attached hereto (the "Property"), such Property being owned by WEED INSTRUMENT CO.
Inc., a TEXAS CORPORATION FOR DOING BUSINESS AS ULTRA ELECTRONICS,
NUCLEAR SENSORS & PROCESS INSTRUMENTATION for the public use of construction,
reconstruction, widening, maintaining, and operating of the N. Mays roadway improvements and
related facilities, 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
WHEREAS it is necessary to establish procedures for determining and approving just
compensation and completing acquisition of the Property for this Project.
0112.20242;4857-8065-2730
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 roadway and 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 to attempted to
negotiate, settle and agree on compensation to be paid to the owners of any interest in the Property, and
has made or shall make 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 9th day of May 2024.
CRAI OR ,Mayor
City of kounl6ck, Texas
ATTEST:
EAGAN SPft
KS, C' y Clerk
3
County: Williamson 03/06/2024
Parcel: 1, Ultra Electronics-NSPI Page 1 of 5
Highway: N. Mays Extension
EXHIBIT A
PROPERTY DESCRIPTION
DESCRIPTION OF A 0.1872 ACRE (8,155 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE DAVID CURRY
SURVEY, ABSTRACT NO. 130, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF LOT 2-A OF THE REPLAT OF
AMORRON PARK II LOT 1 & DKRC SUBDIVISION LOT 2, RECORDED IN CABINET M, SLIDES 59-60, OF THE PLAT
RECORDS OF WILLIAMSON COUNTY, TEXAS, AND DESCRIBED IN A GENERAL WARRANTY DEED TO WEED
INSTRUMENT CO., INC (KNOWN AS ULTRA ELECTRON ICS-NSP I PER WILLIAMSON COUNTY APPRAISAL DISTRICT),
RECORDED IN VOLUME 2726, PAGE 89, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.1872
ACRE (8,155 SQUARE FOOT) PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS
AS FOLLOWS:
BEGINNING at a 1/2 inch iron rod with aluminum cap stamped "CORR"found 50.22 feet left of N Mays Street Baseline Station
17+13.03, (Grid Coordinates determined as N=10,169,702.45, E=3,128,966.98), on the proposed westerly right-of-way(ROW)
of N Mays Street (ROW varies), at its intersection with the north boundary line of Lot 2A, of the REPLAT OF AMANDA
SUBDIVISION LOT 2 & 3, BLOCK"A", recorded in Cabinet K, Slides 29-30, of the Plat Records of Williamson County, Texas,
said point also being the southerly boundary line of said Lot 2-A, and for the northwest corner of that certain called 0.224 acre
tract of land described in a Special Warranty Deed to the City of Round Rock of record in Document No. 2009060866, of the
Official Public Records of Williamson County, Texas, for the southwest corner and POINT OF BEGINNING of the herein
described parcel and from which point a 1/2 inch iron rod found being the southeast corner of Lot 1, of the final plat of DKRC
SUBDIVISION, recorded in Cabinet M, Slides 9-10, of the Plat Records of Williamson County, Texas, said point being the
southwest corner of said Lot 2-A, said point also being the north boundary line of Lot 1, Block "A", AMANDA SUBDIVISION,
recorded in Cabinet J, Slides 221-222, of the Plat Records of Williamson County, Texas bears S 69°43'59" W, a distance of
437.20 feet;
THENCE, departing the existing ROW line of said N Mays Street (ROW varies), with the proposed westerly ROW line of said
N Mays Street,over and across said Lot 2-A,the following ten (10)courses:
1) along a curve to the right, having a radius of 649.00 feet, a delta angle of 04°49'23", an arc length of 54.63 feet,
and a chord which bears N 08°47'59" E, a distance of 54.61 feet, to a 5/8 inch iron rod with aluminum cap
stamped "CORR-ROW" set, for a point of tangency being 49.00 feet left of N Mays Street Baseline Station
17+63.55;
2) N 10°00'41" E, a distance of 126.40 feet, to a 5/8 inch iron rod with aluminum cap stamped"CORR-ROW"set, for
a point of curvature to the left being 49.00 feet left of N Mays Street Baseline Station 18+89.95;
3)with a curve turning to the left with a radius of 551.00 feet, a delta angle of 14°19'47", with an arc length of 137.80
feet, and a chord which bears N 02°50'48" E, a distance of 137.45 feet; to a 5/8 inch iron rod with aluminum cap
stamped"CORR-ROW"set, being 49.00 feet left of N Mays Street Baseline Station 20+40.16,
4) N 77°16'26" E a distance of 2.97 feet to a 5/8 inch iron rod with aluminum cap stamped "CORR-ROW" set, being
46.47 feet left of N Mays Street Baseline Station 20+40.72;
5) N 13°19'12"W a distance of 21.52 feet to a 5/8 inch iron rod with aluminum cap stamped "CORR-ROW" set, at
the beginning of a non-tangent curve to the left, being 49.00 feet left of N Mays Street Baseline Station 20+63.78;
6) with a curve to the left with a radius of 551.00 feet, a delta angle of 06°07'59", an arc length of 58.98 feet, and a
chord which bears N 09°38'28"W, a distance of 58.95 feet, to a 5/8 inch iron rod with aluminum cap stamped
"CORR-ROW"set, being 49.00 feet left of N Mays Street Baseline Station 21+27.28;
7) N 12°42'28" W, a distance of 155.50 feet, to a 5/8 inch iron rod with aluminum cap stamped "CORR-ROW" set
being 49.00 feet left of N Mays Street Baseline Station 22+83.37;
8) N 61°17'48" W, a distance of 58.50 feet, to a 5/8 inch iron rod with aluminum cap stamped "CORR-ROW" set
being 92.87 feet left of N Mays Street Baseline Station 23+22.06;
9) S 70°06'52" W, a distance of 89.16 feet, to a 5/8 inch iron rod with aluminum cap stamped "CORR-ROW" set
being 181.33 feet left of N Mays Street Baseline Station 23+10.92;
10) N 19°53'08" W, a distance of 9.04 feet, to a 5/8 inch iron rod with aluminum cap stamped "CORR-ROW" set on
the existing southerly ROW line of Jeffrey Way (60' ROW width), as shown on Cabinet D, Slide 399, said Plat
Records, being 182.47 feet left of N Mays Street Baseline Station 23+19.97,for the northwest corner of the herein
described parcel, from which a 1/2 inch iron rod found with plastic cap stamped "BAKER AICKLEN ASSOC"
County: Williamson 03/06/2024
Parcel: 1, Ultra Electronics-NSPI Page 2 of 5
Highway: N. Mays Extension
found being the northeasterly corner of said Lot 1, DKRC Subdivision, same point being the northwesterly corner
of said Lot 2-A, bears S 69°45'23"W, along said southerly ROW line of Jeffery Way, a distance of 416.66 feet;
THENCE, departing said proposed ROW line, with said existing southerly ROW line of Jeffrey Way, same line being the north
boundary line of said Lot 2-A,the following four(4)courses:
1 1)N 69°45'23" E,a distance of 82.71 feet, to a 1/2 inch iron rod found for the beginning of a curve to the right;
12) along said curve to the right, having a radius of 20.00 feet, a delta angle of 50°42'47", an arc length of 17.70
feet, and a chord which bears S 84°37'29" E, a distance of 17.13 feet, to a 1/2 inch iron rod found for a point of
reverse curvature;
13) along a curve to the left, having a radius of 60.00 feet, a delta angle of 26°38'36", an arc length of 27.90 feet,
and a chord which bears S 72°31'37" E, a distance of 27.65 feet, to a 1/2 inch iron rod found for a point of
reverse curvature;
14) along a curve to the right, having a radius of 25.00 feet, a delta angle of 72°51'15", an arc length of 31.79 feet,
and a chord which bears S 49°23'10" E, a distance of 29.69 feet, to a 1/2 inch iron rod found for a point of
tangency on the existing westerly ROW line of N Mays Street (ROW width varies), and on the easterly boundary
line of said Lot 2-A;
THENCE, departing said existing southerly ROW line of Jeffrey Way, with said existing westerly ROW line of
N Mays Street, same line being said east boundary line of Lot 2-A, the following three (3)courses:
15)S 12°52'45" E, a distance of 230.23 feet, to a 1/2 inch iron rod found for the beginning of a curve to the right;
16) along said curve to the right, having a radius of 300.89 feet, a delta angle of 22°48'03", an arc length of 119.74
feet, and a chord which bears S 01°30'20" E, a distance of 118.95 feet, to a 1/2 inch iron rod found for point of
tangency;
17)S 09°55'16" W, a distance of 206.95 feet, to a calculated point, being the southeast corner of said Lot 2-A,for the
southeast corner of the herein described parcel;
18)THENCE, S 69°43'59"W, continuing with said west ROW line of N Mays, same line being the common line of said 0.224
City of Round Rock tract, and said Lot 2-A, a distance of 16.14 feet, to the POINT OF BEGINNING, containing 0.1872
acres (8,155 square feet)of land more or less.
This property description is accompanied by a separate parcel plat.
Bearings are based on the Texas Coordinate System of 1983, Central Zone NAD_83 (2011). Coordinates shown hereon are
grid values represented in U.S. Survey Feet. All distances shown hereon are surface values represented in U.S. Survey Feet
based on a surface-to-grid Combined Adjustment Factor of 0.99987384.
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
That I, Miguel A. Escobar, 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 January 2023.
WITNESS MY HAND AND SEAL at Round Rock,Williamson County, Texas.
Inland Geodetics �� OF T
/ ��.Q.�G�;r ERPF•�tS�
Miguel A. Escobar, L.S.L.S., R.P.L.S. •MIGUEL•ANGEL ESCOBAR
Texas Reg. No. 5630 •• q 5630
1504 Chisholm Trail Rd#103 �•ROFess o?P•
Round Rock,TX 78681 qN�•SUR��y��
TBPELS Firm No. 10059100
Project No. KPA-001
S:\KPA\CORR N MAYS EXT\5-Description s-Reports\PARCEL-1-ULTRA ELECTRON ICS-NSPI.doc
EXHIBIT ---
PLAT TO ACCOMPANY DESCRIPT N 1
a �
4 m
STA. 23+19.97 velC.S 1
50 0 50 100 182.47' L
SCALE 1" = 100' ow• S��60STA. 23+22.06 W1
(\ 5�' 92.87' LT
NG
Ex\5 Com' q16 6 g�6 STA. 23+10.92 STA. 22+83.37 W
o
S69��1 O��vJ 181.33' LT 49.00' LTA m
1115' P.U.E. STA. 21+27.281, Z, 2787
_ - CAB. M, SLD. 59-60 WEED INSTRUMENT CO., INC. 49.00' LT ', 1' s A• 21+
EFS AICKLEN ASSOC" P.R.W.C.T. (KNOWN AS ULTRA
1
ELECTRONICS—NSPI PER WILLIAMSON O I
COUNTY APPRAISAL DISTRICT) 1
11 VOL. 2726, PG. 89 0.1872 AC. �' o
O.R.W.C.T. 8,155 SQ. FT. I N�
1 10' W.W.E. " l
VOL. 706, PG. 846/
REPLAT OF D.R.W.C.T. a
Ls
AMORRON PARK II CAB. M, SLD. 59-60 I
LOT 1 & CAC. P.R.W.C.T. SEE DETAIL +1 Z
11 DKRC SUBDIVISION
LOT 2 v R.
CAB. M, SLD. 59-60 °J 18o R.
1 1 10' P.U.E. P.R.W.C.T. r
1` CAB. M, SLD. 9-10 STA. 18+89.95 �1 1
1 & CAB. M, SLD. 59-60 LOT 2—A 49.00' LT
P.R.W.C.T. (6.996 AC.) 15' P.U.E. 1'
1 CAB. M, SLD. 59-60_� o T
1 1
P.R.W.C.T. 18+89.95
1 r STA. 17+63.55 �o
11 P.O.B. 49.00' LT a W
1 GRID COORDINATES offI
N:10,169,702.45 DRAINAGE 5.5' sTA, 17+ /
(5.LOT AC.)',11 20' DRAINAGE & STORM E:3,128,966.98 STRUCTURE ' + •55
1 SEWER EASEMENT 20' DRAINAGE STA. 17+13.03 U.
1 CAB. M, SLD. 9 & 10 EASEMENT & P.U.E. 50.22' LT 1
`1, & CAB. M SLD. 59 & 60 CAB. D, SLD ?9P
P.R.W.C.T. P.R.W.C.T.
1 , 15' P.U.E.
1`1 CCAB, MS . 59
&D &1060
1 P.R.W.C.T. A,/ CITY OF ROUND ROCK
0.224 ACRE
DOC. NO. 20 9060866 z� I
11 69 4 �, O.P.R.W.C.T.
FINAL PLAT OF � �,. S /
/ LOT 2A REPLAT OF AMANDA
DKRC SUBDIVISION 1 1 �� A , I I I
CAB. M, SLD. 9-101 /LOT 1, BLOCK "A" SUBDIVISION
r
P.R.W.C.T. AMANDA SUBDIVISION LOT 2 & 3 BLOCK "A' I
CAB. J, SLD. 221-222 CAB. K, SLDS. 29-30
P.R.W.C.T. P.R.W.C.T. I I
KPA-001 3/06/202
rLwal,
PARCEL PLAT SHOWING PROPERTY OF
INLAND GEODEMS ULTRA ELECTRONICS-NSPI PARCEL 1
La—$urvoyor• 0.1872 AC.
8,155 SQ. FT.
SCALE PROJECT
IL nk-f 1" = 100' WILLIAMSON COUNTY N. MAYS EXT PAGE 3 OF 5
EXHIBIT ---
PLAT TO ACCOMPANY DESCRIPTION
LEGEND
❑e IRON ROD W/ ALUMINUM CAP STAMPED -CORR" FOUND
1/2- IRON ROD WITH CAP FOUND (AS NOTED)
1/2- IRON ROD FOUND
0
5/8- IRON ROD W/ ALUMINUM CAP STAMPED -CORR-ROW' SET
R PROPERTY UNE
P.R.W.C.T. PLAT RECORDS, WILUAMSON COUNTY, TEXAS
O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS
D.R.W.C.T. DEED RECORDS, WILLIAMSON COUNTY, TEXAS
O.R.W.C.T. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS
P.O.B. POINT OF BEGINNING
1
( ) RECORD INFORMATION
W�
STA. 20+63.78
o,
49.00' LT N= LINE BEARING DISTANCE
REPLAT OF ° 1/11a L1 N 10'00 41 E 126.40
AMORRON PARK II TQ3 L2 N 77'16 26 E 2.97
LOT 1 & `D L3 N 1 3'19 12 W 21.52
DKRC SUBDIVISION Z� L4 N 12'42 28 W 155.50
LOT 2 L L5 N 61'17'48 W 58.50
CAB. M, SLD. 59-60 L6 S 70'06 52 W 89.16
P.R.W.C.T. 10' W.W.E. L7 N 19'53 08 W 9.04
VOL. 706, PG. 84u L8 N 69'45 23 E 82.71
D.v L9 S 12'52'45" E 230.23
CAB. M,R yLD 59-60 L9 S 11-29'43" E 230.23
STA. 20+40.16 L10 S 09'5516 W 206.95
49.00' LT STA. 20+40.7 , CAC. P.R.W.C.T. L10 S 11'18 18 W 207.22
46.47 LT L11 is 69'43 59 W 16.14
L11 S69'45'55"W 15.96'
U 1'
1
DETAIL
(NOT TO SCALE)
CURVE RADIUS DELTA ANGLE ARC LENGTH CHORD BEARING CHORD LENGTH
Cl 649.00 4'4 9 23 54.63 N 08'47'59" E 54.61
C2 551.00' 14'19 47 137.80 N 02'50 48 E 137.45
C3 551.00' 6'07 59 58.98 N 09'38 28 W 58.95
C4 20.00 50'42'47" 17.70 S 8 4'3 7 29 E 17.13
C4 20.00' 50'43'36" 17.71' S83'14'27E 17.13'
C5 60.00 26'38 36 27.90 S 72'31 37 E 27.65
C5 60.00' 26'38'40" 27.90' 571'08'35"E 27.65'
C6 25.00 72'51 15 31.79 S 49'23 10 E 29.69
C6 25.00' 72'51'08" 31.79' S48'00'08"E 29.69'
C7 300.89 22'48 03 119.74 S 01'30 20 E 118.95'
C7 300.89' 22'48'02" 119.74' S00'07'18"E 118.95'
KPA-001 03/06/2024
FL-w-,, PARCEL PLAT SHOWING PROPERTY OF
INLAND GEQQUK3 ULTRA ELECTRONICS-NSPI PARCEL 1
lemon Surveyors 0.1872 AC.
8,155 SQ. FT.
PROJECT
WILLIAMSON COUNTY N. MAYS EXT PAGE 4 OF 5
EXHIBIT ---
PLAT
_PLAT TO ACCOMPANY DESCRIPTION
NOTES: SOUTH AND EAST PROPERTY LINE(S). (SHOWN)
20' DRAINAGE AND STORM SEWER EASEMENT
1. BEARINGS ARE BASED ON THE TEXAS COORDINATE ALONG THE SOUTH PROPERTY LINE. (SHOWN)
SYSTEM OF 1983, CENTRAL ZONE NAD83 (2011). 20' DRAINAGE AND PUBLIC UTILITY EASEMENT
COORDINATES SHOWN HEREON ARE GRID VALUES ALONG THE SOUTH PROPERTY LINE. (SHOWN)
REPRESENTED IN U.S. SURVEY FEET. ALL
DISTANCES SHOWN HEREON ARE SURFACE VALUES G. EASEMENT AS SHOWN IN INSTRUMENT FILED IN
REPRESENTED IN U.S. SURVEY FEET BASED ON A VOLUME 422, PAGE 581, DEED RECORDS OF
SURFACE—TO—GRID COMBINED ADJUSTMENT FACTOR
OF 0.99987384. WILLIAMSON COUNTY, TEXAS. (DOES NOT AFFECT)
2. THE FOREGOING MAP AND SURVEY ON WHICH IT IS H. WASTEWATER EASEMENT AS SHOWN IN INSTRUMENT
BASED IS ACCOMPANIED BY AND A PART OF A FROM THERON S. BRADFORD, TRUSTEE TO
SEPARATE METES AND BOUNDS DESCRIPTION OF BJ—HUGHES, INC., A CORPORATION CHARTER
THE SUBJECT TRACT. UNDER THE LAWS OF THE STATE OF DELAWARE,
DATED APRIL 10, 1978 AND FILED IN VOLUME
THE SURVEY SHOWN HEREON WAS PREPARED IN 706, PAGE 846, DEED RECORDS OF WILLIAMSON
CONJUNCTION WITH THAT COMMITMENT FOR TITLE COUNTY, TEXAS, AND AS SHOWN ON PLAT
INSURANCE GF 23050008RTRO, ISSUED BY RISE TITLE RECORDED IN CABINET M, SLIDE 59, PLAT
INSURANCE COMPANY, EFFECTIVE DATE MAY 16, 2023, RECORDS, WILLIAMSON COUNTY, TEXAS. (SHOWN)
ISSUE DATE MAY 19, 2023.
I. POLLUTION ABATEMENT PLAN RECORDED IN
SCHEDULE B, ITEM 1: CLERK'S FILE NO. 9532807, OFFICIAL PUBLIC
RESTRICTIVE COVENANTS: VOLUME 422, PAGE 581, RECORDS, WILLIAMSON COUNTY, TEXAS.
DEED RECORDS, WILLIAMSON COUNTY, TEXAS, BUT (NOT A SURVEY MATTER)
OMMITING ANY COVENANT, CONDITION OR RESTRICTION,
IF ANY, BASED ON RACE, COLOR, RELIGION, SEX, J. ANY RIGHTS, LIENS, OR CLAIMS IN FAVOR OF
HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN UPPER BRUSHY CREEK WCID, INCLUDING BUT NOT
UNLESS AND ONLY TO THE EXTENT THAT THE LIMITED TO ANY LIEN SECURING THE PAYMENT OF
COVENANT, CONDITION, OR RESTRICTION (A) IS ASSESSMENTS LEVIED AGAINST THE LAND IN
EXEMPT UNDER TITLE 42 OF THE UNITED STATES ACCORDANCE WITH CHAPTER 372 OF THE TEXAS
CODE, OR (B) RELATES TO HANDICAP, BUT DOES NOT LOCAL GOVERNMENT CODE, WHICH PROVIDES THAT
DISCRIMINATE AGAINST HANDICAPPED PERSONS. SAID LIEN IS: "(1) A FIRST AND PRIOR LIEN
AGAINST THE PROPERTY ASSESSED; (2) SUPERIOR
SCHEDULE B, ITEM 10: TO ALL OTHER LIENS AND CLAIMS EXCEPT, LIENS
A. RIGHTS OF PARTIES IN POSSESSION. OR CLAIMS FOR STATE, COUNTY, SCHOOL DISTRICT,
OR MUNICIPAL AD VALOREM TAXES:. (§372.018
B. RIGHTS OF TENANTS, AS TENANTS ONLY, UNDER (B), TEXAS LOCAL GOVERNMENT CODE)
UNRECORDED LEASES OR RENTAL AGREEMENTS. (NOT A SURVEY MATTER)
C. RIGHTS OF PUBLIC, THE STATE OF TEXAS AND I DO HEREBY CERTIFY THAT THE PROPERTY
THE MUNICIPALITY IN AND TO THAT PORTION OF DESCRIBED HEREIN WAS DETERMINED BY A SURVEY
SUBJECT PROPERTY, IF ANY, LYING WITHIN THE MADE ON THE GROUND UNDER MY DIRECT
BOUNDARIES OF ANY ROADWAY, PUBLIC OR SUPERVISION ON JANUARY 2023.
PRIVATE.
D. ANY VISIBLE AND APPARENT EASEMENTS ON OR INLAND GEODETIC
ACROSS THE PROPERTY HEREIN DESCRIBED, WHICH ��
ARE NOT SHOWN OF RECORD.
EMIGUEL A. ESCOBAR, L.S.L.S., R.P.L.S.
E. ALL LEASES, GRANTS, EXCEPTIONS OR
TEXAS REG. NO. 5630
RESERVATIONS OF COAL, LIGNITE, OIL, GAS AND 1504 CHISHOLM TRAIL RD #103 OF
OTHER MINERALS, TOGETHER WITH ALLCP���sr•T
ROUND ROCK, TX 78681
RIGHTS, PRIVILEGES, AND IMMUNITIES RELATING TBPELS FIRM NO. 10059100 G .FRFa�cP
THERETO, APPEARING IN THE PUBLIC RECORDS
WHETHER LISTED IN SCHEDULE B OR NOT. THERE ..:..................
MAY BE LEASES, GRANTS, EXCEPTIONS OR MIGUEL ANGEL ESC OBAR
RESERVATIONS OF MINERAL INTEREST THAT ARE ••••q� •5630••P: ••
NOT LISTED.
• �F Off;
ess
F. THE FOLLOWING MATTER(S) AFFECTING THE N�•SURN�
SUBJECT PROPERTY AS SHOWN ON PLAT/MAP
RECORDED IN CABINET M, SLIDE 59, PLAT
RECORDS, WILLIAMSON COUNTY, TEXAS:
15' PUBLIC UTILITY EASEMENT ALONG THE NORTH,
KPA-001 03/06/2024
PARCEL PLAT SHOWING PROPERTY OF
IN �ul GEODEncs ULTRA ELECTRON ICS-NSPI PARCEL 1
a�� rvayora 0.1872 AC.
8,155 SQ. FT.
PROJECT
WILLIAMSON COUNTY N. MAYS EXT PAGE 5 OF 5
T va S A tT E irF -S -r r{ V
SCALE: 1'-7W-Naz
� Ir
Inn 10.
EDP
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• I7.
107 JEFFERY WAMROUND ROCK laM!
OSED ROW
_
2 03
a. This document is released for the purpose
-L of interim review under the authority of
ALVIN R. SUTTON_III_P.E. 96530
i on
It is not to be wed for construction,
bidding a permit purposes.
r
ROUND ROCK,TEXAS
a PORPOS$PASSION,PROSPERITY.
} / KASBERG,PATRICK 6 ASSOCIATES,LP
' T CONSULTING ENGINEER!
TEMPLE,TEXAS 79E01
NORTH MAYS EXTENSION
PARCEL#I: R347956
/ ULTRA ELECTRONICS—NSPI
r� 707 JEFFREY WAY ROUND ROCK 76665
•l - �� -{-yF,- - d
0C4ON iEOFAK N0 PROJECT N0. !MEET No
OYNtt\ ENNiEL1C� !C ` ,'..' cNEa caNma secnoN Joe
u+s
' I DWT AT STA 19+65.19 I N
PC STA 1+29.75
OFFSET H.75'LT
IELEV.160.37 i
DWT AT STA 19+65.79
I
P7 STA i
OFFSET 20.660.61V LT LT 1'
-- _ ELEV.761.79 I
I+OO ta65
_N8� �
0222'W S S71_ 11
i
--- DWT Ai STA 19+65.79 1 - i
STA.1100.00= I I
NTA 5
STA 19+65.79 ' PI STA.1+44.42
R60.00
6-1}Y7'00"
I L.9.67
19.25
T 9.61 i
L
.20
PC.19 I
PC STA=1+34.75
I PT STA.1+5199
18
1 I
DWT T STA 2.91 79
DWS TA STA 19 7 79 PC STA 110'RT
PT STA 1+2 31'RT OFFSET 1.24 RT
OFFSET 33.31'RT ELEV.161.24 i
ELEV']6t.4] L
�9n
766 S 766
a:
764 764
NORTH MATS sow WR 6tiy4
762 V.P.I.STA.1+00.00 Y 762
ELEV. 761.60
SLDPE''2�
V.P.I.STA.1+45.00
ELEV. 761.32
SLOPE-1.6516
760 V.P.I.STA 1+29.00 760
ELEV. 761.02
758 R �° R R R R R 758
0+20 0+50 1+00 1+50 2+00 2+50 2+60