Contract - Vista Oaks Municipal Utility District regarding the Gardens at Mayfield Ranch - 7/23/2026 AGREEMENT FOR PASS-THROUGH WASTEWATER SERVICE
[GARDENS AT MAYFIELD RANCH]
THIS AGREEMENT FOR PASS-THROUGH WASTEWATER SERVICE
[GARDENS AT MAYFIELD RANCH] (this "Agreement") is entered into effective as of the
Effective Date (defined below), by and between VISTA OAKS MUNICIPAL UTILITY
DISTRICT,a political subdivision of the State of Texas operating under Chapters 49 and 54 of
the Texas Water Code and formerly known as Williamson County Municipal Utility District
No.9 (the "Dishier), and the CITY OF ROUND ROCK, TEXAS, a home rule municipality
located in Williamson County, Texas (the " "). The City, and the District are sometimes
referred to individually in this Agreement as a"Par "and collectively as the"Par 'es".
RECITALS:
A. The District purchases and receives wholesale water and wastewater service from
the City under the terms and provisions of the Vista Oaks Municipal Utility District Amended
and Restated Wholesale Water and Wastewater Agreement dated effective August 29, 2011 (the
"Wholesale Agreement").
B. The District, the City, and Palmer Investments, LP, a Texas limited partnership
(the"Developer")previously entered into that certain Agreement For Pass-Through Wastewater
Service [Gardens at Mayfield Ranchl dated effective August 10, 2015 (the "Prior Pass-Through
Agreement") pursuant to which, among other things, the District agreed to permit the City to
use the District's wastewater systems on a pass-through basis in order to provide up to 135 LUEs
of retail wastewater service to approximately 38 acres of land located adjacent to the District
and more particularly described on EXHIBIT"A"(the"Gardens 7)-ac
C. The Prior Pass-Through Agreement has now expired and the City and the District
now desire to enter into this Agreement to set forth the terms and conditions on which the City
may continue to utilize the District's wastewater system to provide wastewater service to the
Gardens Tract on a pass-through basis.
AGREEMENT
For and in consideration of the mutual promises, covenants, obligations, and benefits of
this Agreement,the District,and the City,contract and agree as follows:
Section 1. Recitals. The above and foregoing recitals are incorporated herein by
reference.
Section 2. Pass-Tinough Wastewater Service.
A. Authorization of Pass-Through Service. Subject to the terms and
conditions of this Agreement, the City may continue during the Term (defined below)to
connect the segment of wastewater line owned by the City depicted on EXHIBIT"B"
(the "Ci(y Wastewater Line Segment") to the wastewater collection system serving the
Gardens Tract at the point of connection identified on EXHIBIT"B" (the "Gat• ens
Tract Wastewater Point of Connection") and to the District's wastewater collection
system at the point of connection identified on EXHIBIT"B" (the "Dish•ict
Wastewater Point of Connection") to allow the City to provide up to 135 living unit
equivalents ('IM") of retail domestic wastewater service to the Gardens Tract using
the District's wastewater system on a pass-through basis. The Gardens Tract Wastewater
^ 1
4924-7536-1161,v-2 11 -t02.`- Iq(,(
i
Point of Connection and the District Wastewater Point of Connection are referred to in
this Agreement individually as a "Wastewater Point of Connection" and collectively as
the "Wastewater Points of Connection". The District has reviewed its current capacity
and has determined that it has the wastewater capacity to allow 135 LUEs of wastewater
to pass from the Garden Tract through its wastewater lines to the City's wastewater
system in accordance with this Agreement.
B. Limitations and other Conditions of Service.
1. Notwithstanding anything else in this Agreement to the contrary,
in no event will the City,without the prior written consent of the District,deliver
through the City Wastewater Line Segment or the District's wastewater collection
system more than 135 LUEs of wastewater from the Gardens Tract measured at
each Wastewater Point of Connection,not to exceed,under any circumstances,an
aggregate peak wet weather wastewater flow of 126 gpm.
2. The District has and will continue to have a guaranteed
reservation and commitment of 1,40o LUEs of wastewater capacity from the City
under the Wholesale Agreement. None of the LUEs of capacity guaranteed and
reserved to the District under the Wholesale Contract will be utilized to serve the
Gardens Tract under this Agreement. Instead, the City is committing 135 LUEs
of wastewater capacity directly to the Gardens Tract and will simply be using the
District's wastewater system to provide retail wastewater sei vice to the Gardens
Tract on a pass-through basis.
3. The City will be responsible for ensuring that all discharges of
industrial waste from the Gardens Tract comply with federal, state, and
municipal requirements regarding pretreatment and monitoring of industrial
waste and other prohibited waste. Any compliance or enforcement efforts or
pretreatment requirements will be established and monitored by the City in
accordance with the City's ordinances; however, the District will be entitled to
inspect the facilities constructed to serve the Gardens Tract and the connections
at the Wastewater Points of Connection and to test the wastewater received at the
Wastewater Points of Connection. If any test reflects that any wastewater other
than domestic wastewater is being received at the Wastewater Points of
Connection, pretreatment of such wastewater will be required, in accordance
with the City's ordinances, at the expense of the discharging party. The City will
not impose any fee, charge, or fine upon the District for any violation of any
ordinance, rule, regulation, or agreement caused by wastewater received at the
Wastewater Points of Connection, nor will the City impose upon the District any
surcharge that is caused by wastewater received at the Wastewater Points of
Connection.
4. Except as expressly authorized by this Agreement for pass-through
wastewater service to the Gardens Tract, the City may not connect, or allow any
other person or entity to connect, directly or indirectly, any facilities, persons, or
property to the District's water or wastewater utility systems without the prior
written consent of the District. If the City does so, the District may immediately
terminate this Agreement and/or require the City to immediately terminate
service to the facilities,persons,or property that have been connected in violation
of this Agreement. The District reserves the right to deny for any reason any
request by the City to increase the level of service under this Agreement or to
2
4924-7536-1161,v,2
serve any facilities, persons, or property outside of the Gardens Tract. To be
clear, this Agreement authorizes only wastewater service to the Gardens Tract
using the District's wastewater system on a pass-through basis. The City will
provide retail water service to the Gardens Tract directly from City-owned water
facilities, and neither the Developer nor the City may utilize any District facilities
to provide water service to the Gardens Tract.
C. Wastewater Lift Station Operation and Maintenance Payment. On or
before October 31'of each year during the term of this Agreement, the Citywill pay the
District an annual fee of$6,075, representing$3.75 per LUE per month for the operation
and maintenance of the District's lift station used to provide pass-through wastewater
service to the Gardens Tract under this Agreement. This payment will be in addition to
any other payments required by this Agreement. Interest charges for any overdue
payment shall be paid by City in accordance with Texas Government Code Section
2251.025. The $3.75 per LUE charge may be adjusted by the District annually to reflect
the actual reasonable and necessary costs of operating and maintaining the lift station;
provided,however,the District shall provide written notice to the City of any adjustment
at least thirty days prior to the effective date of such adjustment.
D. Payment for Retail Service. The City will bill wastewater customers
within the Gardens Tract directly for retail wastewater services furnished to such
customers.
Section 3. Default. In the event of default by a Party, the nondefaulting Party may
give to the defaulting Party written notice of such default specifying the failure or default in
question. If the defaulting Party fails to fully cure the default specified in such notice within
thirty days after receipt of such notice, the nondefaulting Party will have the right to terminate
this Agreement as of the date of the event of the default and/or pursue all other legal or
equitable remedies. The nondefaulting Party may employ attorneys to pursue its legal rights
and, if it prevails before any court or agency of competent jurisdiction, the defaulting Party will
be obligated to pay all expenses incurred by the nondefaulting Party, including reasonable
attorneys'fees. In addition to all other remedies available to the District, if, for any reason, the
City violates any provision of this Agreement, the District will, after the notice and opportunity
to cure period described above, have the right to disconnect the Gardens Tract from the
District's systems and to terminate this Agreement if, in which event, the City will be solely
responsible for all actual costs and standard District fees related to disconnection from the
District's systems.
Section 4. Severability. The provisions of this Agreement are severable,and if any
provision or part of this Agreement or the application thereof to any person or circumstance is
ever be held by any court of competent jurisdiction to be invalid or unconstitutional for any
reason, the remainder of this Agreement and the application of such provision or part of this
Agreement to other persons or circumstances will not be affected thereby.
Section 5• Modification. This Agreement will be subject to change or modification
only with the mutual written consent of all Parties.
Section 6. Assignability. This Agreement may not be assigned by the City, in
whole or in part,without the prior written consent of the District.
Section 7. Applicable Law. This Agreement will be governed by,and construed in
accordance with the laws of the State of Texas. All of the obligations contained in this
Agreement are performable in Williamson County,Texas.
3
4924-7536-1161,v. 2
i
Section 8. Parties at Interest. This Agreement will be for the sole and exclusive
benefit of the Parties hereto and will never be construed to confer any benefit to any third party.
Section 9. Waiver. Each Party may specifically, but only in writing, waive any
breach of this Agreement by another Party, but no such waiver will be deemed to constitute a
waiver of similar or other breaches by such other Party.
Section io. Notices. All notices to the District must be in writing and mailed by
Certified Mail, Return Receipt Requested,addressed to:
Vista Oaks Municipal Utility District
c/o Armbrust&Brown,PLLC
Attn:John W. Bartram
loo Congress Avenue,Suite 1300
Austin,Texas 787oi
with a copy to:
Vista Oaks Municipal Utility District
c/o Crossroads Utility Services LLC
Attn: Andrew Hunt
2601 Forest Creek Drive
Round Rock,TX 78665
All notices to the City must be in NNTiting and mailed by Certified Mail, Return Receipt
Requested,addressed to:
City of Round Rock
c/o City Manager
221 East Main Street
Round Rock,Texas 78664
with a copy to:
City of Round Rock
c/o: Sheets&Crossfield,PLLC
309 East Main Street
Round Rock,TX 78664
Any Party may change its address by giving written notice of such change to the other Parties.
Section ii. Term. This Agreement mill commence as of the Effective Date and
remain in effect until August 29, 2051 (the `Initial Term"). Upon the expiration of the Initial
Term, this Agreement will continue from month-to-month (each, a "_Renewal Terin") until
either Party gives 6o days' written notice of such Party's desire to terminate this Agreement to
the other Party. The Initial Term, together with any Renewal Terms are referred to collectively
as the"Term"
Section 12. Effective Date. The effective date of this Agreement (the "E ectiue
Date")is the loth day of August, 2025.
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4924-7536-1161,v.2
I
Section 13. Multiple Originals. This Agreement may be executed in a number of
counterparts, each of which will for all purposes, be deemed to be an original, and all such
counterparts will together constitute and be one and the same instrument.
Section 14. Entire Agreement. This Agreement,including Exhibits,constitutes the
entire agreement of the Parties and supersedes all prior agreements and understandings related
to the subject matter hereof.
Section 15. Authority. Each Party represents and warrants that it has the full right,
power, and authority to execute this Agreement and all related documents. Each person
executing this instrument on behalf of a Party represents that he or she is an authorized
representative of and has the authority to sign this document on behalf the respective Party.
IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed to
be effective as of the Effective Date.
[counterpart signature pages follow]
5
4924-7536-1161,v. 2
COUNTERPART SIGNATURE PAGE TO
AGREEMENT FOR PASS-THROUGH WASTEWATER SERVICE
[GARDENS AT MAFIELD RANCH]
DISTRICT:
VISTA OAKS MUNICIPAL UTILITY
DISTRICT
Heath Reed-Green, President
Board of Directors
6
4924-7536-1161,v.2
COUNTERPART SIGNATURE PAGE TO
AGREEMENT FOR PASS-THROUGH WASTEWATER SERVICE
[GARDENS AT MAFIELD RANCH]
CITY:
CITY OF ROUND ROCK,TEXAS
By:
- � m�
Craid Morg f,
Mayor
7
4924-7536-1161,v.2
EXHIBIT"A"
GARDENS TRACT
SIEZ Landesign Services) Inc.
1220 McNeil Road
W J AND �1 Suite 200
Q SU AIRY012S
z >< Z Round Rock,Texas 78681
n Firm Registration No. 10001800
512-238-7901 office
4,.Sr• 200% 512-238-7902 fax
EXHIBIT
METES AND BOUNDS DESCRIPTION—TRACT 1
BEING 5.000 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., OUT
OF JOHN D.ANDERSON SURVEY,ABSTRACT NO. 16,AND BEING A PORTION OF A
38.51 ACRE TRACT CONVEYED TO PALMER INVESTMENTS L.P., RECORDED IN
DOCUMENT NUMBER 2004032263 OF THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.) AND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a 1/2" rebar found with cap marked "RJ Surveying" in the east line of
said 38.51 acre tract, in the west line of a called 237.026 acre tract recorded in Document
No. 2001040254 of the O.P.R.W.C.T. for the northeast corner of a called 3.936 acre tract
described as Arterial H In Document No. 2006013003 of the O.P.R.T.C.T.
THENCE crossing through said 38.51 acre tract and the north tine of said Arterial H the
following two(2)courses:
1. Along a curve to the right, having a radius of 1350.00 feet, a delta angle of 34°43'05",a
length of 818.02 feet and a chord which bears South 51"36'32" West a distance of
805.57 feet to a 1/2"Iron rod found with cap marked"RJ Surveying";
2. South 68°58'04" West a distance of 497.44 feet to a 1/2" Iron rod with cap marked
"IANDESIGN" set for the POINT OF BEGINNING;
THENCE South 68°68'04"West with the north line of said Arterial H a distance of 408.90
feet to a calculated point in the existing east right-of-way line of Sam Bass Road (County
Road 175) (R.O.W.Varies), the west line of said 38.51 acre tract and the northwest corner
of said 3.936 acre tract, from which a 1/2" iron rod found with cap marked "RJ Surveying"
bears North 75"30'17"West a distance of 0.54 feet;
THENCE along the existing east right-of-way line of said Sam Bass Road and west line of
said 38.51 acre tract the following two(2)courses;
1. Along a curve to the left, having a radius of 1107.91 feet, a della angle of 1736'13", a
length of 340.40 feet and a chord which bears Noith 37033'51" West a distance of
339.06 feet to a 1/2"iron rod found with cap marked"CCC 4835";
Page 1 of 2
L.M as Sim BASs%W07 MTRACT S,d=K
Exhibit"A"— Page i of 6
4924-7536-1161,v.2
2. North 46°18'04" West a distance of 152.85 feet to a 1/2" iron rod with cap marked
"LANDESIGN"set;
THENCE crossing through said 38.51 acre tract the following four(4)courses:
1. North 43°10'03" East a distance of 206,58 feet to a 1/2" iron rod with cap marked
"LANDESIGN"set;
2. Along a curve to the right, having a radius of 108.00 feet, a delta angle of 60'57'41", a
length of 114.91 feet and a chord which bears North 70°18'49" East a distance of
109.57 feet to a 1/2"iron rod with cap marked"LANDESIGN"set;
3. South 76°45'23" East a distance of 202.17 feet to a 1/2" iron rod with cap marked
"LANDESIGN"set;
4. South 34055'36"East a distance of 449.91 feet to the POINT OF BEGINNING.
This parcel contains 5.000 acres of land, out of the John D. Anderson Survey No. 16, in
Williamson County, Texas. Description prepared from an on-the-ground survey made
during October, 2014. All bearings are based Texas Central Zone 4203 State Plane Grid,
derived from VRS Coordinates provided by the Texas Cooperative Network Reference
Stations and where scaled from point number 1 utilizing a scale factor of 1.0001266062
-j6seph eavers Date
Registered Professional Land Surveyor �� ar: rF
State of Texas No.4938 P ••ts i f•ti..h QF
4�
L N
i JOSE-Mi t3i:AVtRS
Job Number:355-14-01 �" 4938 ;Q 4"
Attachments:Survey Drawing LA38 ac.Sam 13ass\DWGSl3550101.dwg .,r••°FF sy gip:•yo
SU"��
Page 2 of 2
M8 u Sim 6a.%%FN0TES)YFtACT t.doat
Exhibit"A"—Page 2 of 6
4924-7536-1161,v.2
Landesign Services, Inc.
1220 McNeil Road
LAND Ul Suite 200
Ll Si7RVE ORS
Q' Z Round Rock,Texas 78661
.O firm Registration No. 10001800
512-238-7901 office
FST• 2oaZ 512-238-7902 fax
EXHIBIT" "
METES AND BOUNDS DESCRIPTION—TRACT 2
BEING 28.260 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., OUT
OF JOHN D.ANDERSON SURVEY,ABSTRACT NO. 16,AND BEING A PORTION OF A
38,51 ACRE TRACT CONVEYED TO PALMER INVESTMENTS L.P., RECORDED IN
DOCUMENT NUMBER 2004032263 OF THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.) AND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
POINT OF BEGINNING at a 1/2" rebar found with cap marked "RJ Surveying" in the east
line of said 38.51 acre tract, In the west line of a called 237.026 acre tract recorded in
Document No. 2001040254 of the O.P.R.W.C.T.for the northeast corner of a called 3.936
acre tract described as Arterial H in Document No. 2006013003 of the O.P.R.T.C.T.
THENCE crossing through said 38.51 acre tract and the north line of said Arterial H the
following two(2)courses:
1. Along a curve to the right, having a radius of 1350.00 feet, a delta angle of 34°43'05",a
length of 818.02 feet and a chord which bears South 51°36'32" West a distance of
805.67 feet to a 1/2"iron rod found with cap marked"RJ Surveying";
2. South 68°58'04" West a distance of 497.44 feet to a 1/2" Iron rod with cap marked
"LANDESIGN"set for the;
THENCE crossing through said 38.51 acre tract the following four(4)courses:
1. North 34'55'36" West a distance of 449.91 feet to a 1/2" iron rod with cap marked
"LANDESIGN"set;
2. North 76045'23" West a distance of 202.17 feet to a 1/2" Iron rod with cap marked
"LANDESIGN"set;
3. Along a curve to the left, having a radius of 108.00 feet, a delta angle of 60°57'41", a
length of 114.91 feet and a chard which bears South 70°18'49" West a distance of
109.57 feet to a 1/2"iron rod with cap marked"LANDESIGN"set;
Page 1 of 2
UM as Som 82SIVnOYM MU2.doc.
Exhibit"A"— Page 3 of 6
4924-7536-1161,v.2
4. South 43010'03" West a distance of 206.58 feet to a 1/2" Iron rod with cap marked
"LANDESIGN" set in the existing east right-of-way line of Sam Bass Road (County
Road 175)(R.O.W.Varies)and the west line of said 38.61 acre tract;
THENCE North 46°18'04"West along the existing east right-of-way line of said Sam Bass
Road and the west line of said 38.51 acre tract a distance of 155.46 feet to a calculated
point for the northwest corner of said 38.51 acre tract and in the west line of said 237.026
acre tract;
THENCE North 552647"East with the north line of sald 38.51 acre tract and the west line
of said 237.026 acre tract a distance of 20.30 feet to a 1/2"iron rod found with cap marked
"SOLIS KANAK"for the northwest corner of a 0.037 acre tract recorded in Document No.
2003052999 of the O.P.R.W.C.T.;
THENCE South 46921'24" East crossing through said 38.51 acre tract and with the west
line of said 0.037 acre tract a distance of 40.86 feet to a 1/2" iron rod found with cap
marked"SOLIS KANAK"for the southwest corner of said 0.037 acre tract;
THENCE North 5524'56"East crossing through said 38.51 acre tract and the south line of
said 0.037 acre tract a distance of 40.85 feet to a 1/2" iron rod found with cap marked
"SOLIS KANAK"for the southeast corner of said 0.037 acre tract;
THENCE North 46°16'56"West crossing through said 38.51 acre tract and the east line of
said 0.037 acre tract a distance of 40.83 feet to a 1/2" iron rod found with cap marked
"SOLIS KANAK"for the northeast corner of said 0.037 acre tract, In the north line of said
38.51 acre tract and the west line of said 237.026 acre tract;
THENCE North 55°25'47"East with the north line of said 38.51 acre tract and the west line
of said 237.026 acre tract a distance of 1906.45 feet to a 1/2" iron rod found for the
northeast corner of said 38.51 acre tract;
THENCE South 20°21'33" East with the east line of said 38.51 acre tract and the west line
of said 237.026 acre tract a distance of 824.17 feet to the POINT OF BEGINNING.
This parcel contains 28.260 acres of land, out of the John D. Anderson Survey No. 16, in
Williamson County, Texas. Description prepared from an on-the-ground survey made
during October, 2014. All bearings are based Texas Central Zone 4203 State Plane Grid,
derived from VRS Coordinates provided by the Texas Cooperative Network Reference
Stations and where scaled from point number 1 utilizing a scale factor of 1:0001266062
Joseph BeaversDate �l� Vit°rAr��9
Registered Professional Land Surveyor
State of Texas No.4938 ,..t.»�w - �--
t JOSEPhi F3r-AVERS
.�.`q 4930
Job Number:355-14-01 9't'O4�
Attachments:Survey Drawing LA30 ac,Sam Bass10WGS13550101.dwg U
Page 2 of 2
LM as Sim 0a$$%FN0TESITRACT 2.dwx
Exhibit"A" — Page 4 of 6
4924-7536-1161,v.2
�G� S RVi Landesign Services, Inc.
1220 McNeil Road
LAIND N Suite 200
Q c—,r " I-i'OT:S
Z Round Rock,Texas 78661
.>7 Firm Registration No.10001600
512-238-.7901 office
�sr. 20OZ 512-238-7902 fox
EXHIBIT
METES AND BOUNDS DESCRIPTION—TRACT 3
BEING 1.266 ACRES OF LAND, SURVEYED BY LANDESIGN SERVICES, INC., OUT
OF JOHN D.ANDERSON SURVEY,ABSTRACT NO. 16, AND AND BEING A PORTION
OF A 38.51 ACRE TRACT CONVEYED TO PALMER INVESTMENTS L.P., RECORDED
IN DOCUMENT NUMBER 2004032263 OF THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.) AND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a 1/2" rebar found with cap marked "RJ Surveying" in the east Ilne of
said 38.51 acre tract, in the west line of a called 237.026 acre tract recorded in Document
No. 2001040254 of the O.P.R.W.C.T. for the northeast corner of a called 3.936 acre tract
described as Arterial H in Document No.2006013003 of the O.P.R.W.C.T.
THENCE South 20'21'33"East with the east line of said 3.936 acre iract and the west line
of said 237.026 acre tract a distance of 120.60 feet to a nail found for the POINT OF
BEGINNING;
THENCE South 20°21'33" East with east line of said 38.51 acre tract and the west line of
said 237.026 acre tract a distance of 224.99 feet to a fence post for the southeast corner
of said 38.61 acre tract, the southwest corner of said 237.026 acre tract and in the north
line of Lot 24A, Block A, Vista Oaks Section 513, Phase 2 a subdivision of record in
Document No. 200058131 of the O.P.R.W.C.T.;
THENCE along the south line of said 38.51 acre tract and the north line of said Block A,
Vista Oaks, Section 513, Phase 2 and the north line of Block A, Vista Oaks, Section 6C a
subdivision of record in Document No. 2000027589 of the O.P.R.W.C.T. the following two
(2)courses:
1. South 69042'52"West a distance of 399.90 feet to a 112"Iron rod found;
2. South 68058'04"West a distance of 364.95 feet to a 1/2"iron rod found in the north line
of Lot 37, Block A, Vista Oaks, Section 6C and in the south line of said 3.936 acre
tract;
Page 1 of 2
L..W se.S7m eatnf NOTESITRACT ldeta
Exhibit"A"— Page 5 of 6
4924-7536-1161,v.2
THENCE along a curve to the left, crossing through said 38.51 acre tract and with the
south line of said 3.936 acre tract having a radius of 1450.00 feet, a delta angle of
31'57'26", a length of 808.84 feet and a chord which bears North 52059'22" East a
distance of 798.30 feet to the POINT OF BEGINNING.
This parcel contains 1.266 acres of land, out of the John D. Anderson Survey No. 16, in
Williamson County, Texas. Description prepared from an on-the-ground survey made
during October, 2014. All bearings are based Texas Central Zone 4203 State Plane Grid,
derived from VRS Coordinates provided by the Texas Cooperative Network Reference
Stations and where scaled from point number 1 utilizing a scale factor of 1.0001266062
Joseph Beavers Date
Registered Professional Land Surveyor
State of Texas No.4938
A I S T f�fp'.FU'
Job Number:355-14-01t�JOSEPf Et B-AVERS
Attachments:Survey Drawing L:138 ac.Sam Bass\DWGS13550101.dwg r �o 4938 �—:
A
V
Page 2 of 2
036 as Sam 9assVM07ES%TRA0T 3.d6 x
Exhibit"A" — Page 6 of 6
4924-7536-1161,v.2
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