R-2014-1510 - 6/26/2014RESOLUTION NO. R-2014-1510
WHEREAS, the City of Round Rock ("City") has previously entered into a Development
Agreement with Taylor Morrison of Texas, Inc. ("Agreement") regarding the development of 412.111
acres; and
WHEREAS, the City Council now wishes to enter into Amendment No. I to the Agreement
regarding construction of certain improvements, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City,
Development Agreement Amendment No. 1 with Taylor Morrison of Texas, Inc., a copy being
attached hereto as Exhibit "A" and incorporated herein for all purposes.
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 26th day of June, 2014.
ALAN MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:
Pmt Oft
SARA L. WHITE, City Clerk
0112.1404;00305186
EXHIBIT
"A»
DEVELOPMENT AGREEMENT
AMENDMENT NO. 1
This amended Development Agreement ("Agreement") is made by and between the City
of Round Rock, Texas (the "City") and Taylor Morrison of Texas, Inc., a Texas corporation (the
"Developer"), both acting by and through the duly authorized agents.
Recitals
WHEREAS, the Developer and the City entered into a Development Agreement which
was approved by the City Council on July 25, 2013 as Resolution No. R -13-07-25-H1;
WHEREAS, the Developer has since contracted to acquire an additional 89.025 acres of
land, bringing the total area of this agreement to approximately 501.14 acres of land, as
described in Exhibit "A" (the "Property") attached hereto and made a part hereof; and
WHEREAS, the Developer intends to develop the Property as a planned unit
development ("PUD"), which shall include mixed residential and commercial uses (the
"Project"); and
WHEREAS, a Traffic Impact Analysis ("TIA") for the residential portion of the Project,
prepared by HDR, Inc. and dated June 28, 2013 was accepted by the City; and
WHEREAS, the TIA indicated the need for the construction of certain roadway
improvements and traffic signalizations at a future date; and
WHEREAS, the City and the Developer desire to co-operate and co-ordinate the
construction of these traffic improvements through this Agreement; and
WHEREAS, the City and the Developer further desire to co-operate regarding the timing
and installation of utilities, including the construction of water and wastewater lines as described
herein; and
WHEREAS, the Developer is in the process of negotiating the release of a Certificate of
Convenience and Necessity from the Jonah Water Special Utility District ("Jonah");
NOW THEREFORE, in consideration of the mutual covenants and agreements made
herein, the Developer and the City do hereby agree as follows:
Article 1
City Responsibilities
1.1. Waterline Construction. The City shall be solely responsible for all costs related to the
construction of two 36" waterlines servicing the Project, shown as University Boulevard
36 -inch Waterline Phase I and 36 -inch Waterline Phase II on Exhibit "B", attached
hereto and incorporated herein.
Avery North (Vizcaya) Agreement Amendment 6-6-14
I.I.I. Phase I Waterline. The Phase I waterline, running along University
Boulevard from west of FM 1460 to the future right-of-way of Arterial A,
will be designed and constructed pursuant to the Capital Improvements
Schedule as shown on Exhibit "C", attached hereto and incorporated herein.
1.1.2. Phase II Waterline. The Phase 11 waterline, running along the proposed right-
of-way for Arterial A, from CR 112 to University Boulevard, will be
designed and constructed pursuant to the Capital Improvement Schedule
shown on Exhibit "C".
1.1.3. Platting and Permitting Schedule. Except as stated below, the City will not
permit the issuance of building permits for the Project until after the Phase I
waterline is complete. The Developer remains responsible for the installation
of all internal dual waterline feeds within the Project, as required by City
regulations and the City Fire Code. If a subdivision is dependent upon the
Phase II waterline to meet the dual water line feed requirement, a connection
shall be made to said line upon its completion. If the Developer thereafter
fails to satisfy the dual waterline feed connection requirement within a
reasonable period of time, as determined solely by the City in its reasonable
discretion, the City shall have the option to cease issuing permits and
certificates of occupancy for portions of the Project affected by such
connection requirement until this connection is made. Building permits may
be issued for up to six (6) model homes and an amenity center, contingent
upon compliance with all applicable conditions in Section 10-51 of the City
Code of Ordinances.
1.2. Wastewater Line Construction. The City shall be solely responsible for the design and
construction of two wastewater lines serving the Project; shown as MCC3 Wastewater
line Phase I and MCC9 Wastewater line Phase 11 on Exhibit `B".
1.2.1. Phase I Wastewater Line. The Phase I wastewater line shall be designed and
constructed pursuant to the Capital Improvement Schedule shown as Exhibit
«C,9
1.2.2. Phase II Wastewater Line. The Phase II wastewater line shall be designed
and constructed pursuant to the Capital Improvement Schedule shown as
Exhibit "C".
1.3. Reuse Waterline Construction. The City shall be responsible for the design and
construction of an eight -inch (8") purple pipe reuse water line ("Reuse Line") from a
point outside of the Project to a point in the south side of the University Boulevard right-
of-way at an agreed upon location south of the Project. The City, and not the Developer,
shall be responsible for acquiring any and all easements for the Reuse Line outside of the
Project.
1.4. City's Failure to Provide Utility Service. If the City is unable or unwilling to design and
construct the waterlines and wastewater lines as stated herein, the Developer's sole
remedy is as follows:
2.
1.4.1. Water and Wastewater Lines. If the City fails to complete construction of
either phase of the waterlines, or wastewater lines, then Developer may
proceed with the construction of any phase of said waterlines and/or
wastewater lines at its cost.
1.4.1.1. The City shall reimburse said costs, contingent upon receipt of verifiable
invoices directly relating to the design and construction of the water
and/or wastewater lines. The Developer shall allow the City full access to
records to verify said expenditures.
1.4.1.2. The City's reimbursement shall be paid pursuant to the Texas Prompt
Payment Act, as stated in Chapter 2251 of the Texas Government Code.
1.4.1.3. The City's reimbursement is contingent upon the City's final approval of
design plans prior to bid award, compliance with all of the City's
inspection and permitting requirements and the City's acceptance of said
line(s). The construction contracts must be bid and awarded pursuant to
the Texas Competitive Bidding Act, as stated in Chapter 252 of the Texas
Local Government Code.
1.4.1.4. The City will grant all permits and approvals required to allow
construction of the Phase I waterline, Phase II waterline, Phase I
wastewater line and Phase II wastewater line, as necessary to allow timely
completion of those facilities pursuant to standards and requirements
comparable to those applied to other similar facilities in the City.
1.4.2. Wastewater Line. If the City fails to construct the wastewater line as
provided for herein, the Developer shall have the right, in addition to the
rights stated above, to implement a "pump and haul" system delivering the
wastewater to the City's nearest manhole. The City will accept wastewater
from the Project, provided it meets all state and local requirements. All costs
associated with the "pump and haul" process shall be reimbursed by the City,
following the procedures listed in Section 1.3.1, above.
1.4.3. Reuse Waterline. If the City does not install the Reuse Line, as described in
Section 1.3 above, the Developer shall be authorized to use potable water in
the reuse lines until such time that the Reuse Line becomes available, so long
as the Developer installs a backflow preventer to avoid cross contamination
of the public water supply. Such temporary use of potable water in the reuse
lines shall not be subject to water impact fees. Meter fees and other charges
will be applicable pursuant to City Code.
1.5 Traffic Signalization. The City shall be responsible for designing and constructing all
traffic signals depicted on Exhibit "D". The signals at University Boulevard and Road
A and at A.W. Grimes and Road C shall be constructed when warranted. The signal at
University Boulevard and Road B shall be installed as soon as possible after residents
3.
are living within the Project. However, pursuant to State law, this signal will not become
fully functional until warrants are met.
Article 2
Developer Responsibilities
2.1 Project Schedule. The Developer intends to commence construction and development of
the Project in 2013. It is estimated that the total build -out of the Project will be complete
in 2023.
2.2 Jonah CCN. The Developer has obtained a CCN release and transfer from Jonah. The
City is responsible for filing the paper work and obtaining a release from the Texas
Commission of Environmental Quality ("TCEQ"), once the Developer has obtained the
release from Jonah. Once the release from Jonah has been finalized, the Project may
proceed forward through the development process and approvals/permits are not
contingent upon the TCEQ release.
2.3 Water and Wastewater Lines. The Developer agrees that if the Developer opts to
construct the water and wastewater lines as stated in Section 1.3 above, the Developer
will fully comply with all of the requirements listed in Section 1.3. Developer
acknowledges that it must comply with all requirements of the City . Code regarding
extension of utilities to additional properties other than the Property itself. The parties
agree to enter into a reimbursement agreement if the City requires the oversizing of any
lines connecting to additional property outside the Project above and beyond Code
requirements.
2.4 Reuse Water Line. The Developer shall pay a fee of $232,411.20 to the City in lieu of
construction of any reuse lines located outside of the Project. Developer agrees to pay
this amount to the City within ten (10) days after receipt by Developer of a written
request from the City. The Developer shall not be responsible for reuse lines located
outside of the Project. The Developer shall not be responsible for any fees related to
reuse water for the Project, including any future impact fees for reuse water for the
Project.
2.5 Road Construction and Phasing. The Developer agrees to the following road
construction and phasing schedule.
2.4.1 Parcels 1 and 2. Prior to the issuance of any building permits for single
family residences to be constructed within Parcels 1 and 2, as shown on
Exhibit "D", attached hereto, (except for building permits allowing the
construction of up to six (6) model homes), the Developer shall construct,
and the City shall accept, a Primary Road at the location shown as either
Road A or Road B in Exhibit "D". This Primary Road shall be constructed
pursuant to City standards. Any deviations from City standards must be
approved in writing and in advance of construction by the City's
Transportation Department. For purposes of this Agreement, the term
"Primary Road" shall mean and refer to a road which is either a major
0
collector road or residential collector road, as those terms are utilized in the
TIA.
2.4.1.1 All -Weather Road — Parcels 1 and 2. Prior to the issuance of any
building permits for single family residences to be constructed
within Parcels 1 and 2, as shown on Exhibit "D" (other than
permits for up to six (6) model homes), the Developer shall
construct an all-weather road, pursuant to the requirements as
stated in the City Fire Code, in addition to the access described in
Section 2.4, at the location shown at either Road A or Road B in
Exhibit "D". The all-weather road may be utilized as a secondary
access until and through the issuance of 125 building permits in
Parcels 1 and 2. The 126th building permit will not be issued until
the all-weather secondary access is converted into a second
primary road, constructed pursuant to City standards, and
accepted by the City, at a location acceptable to the City
Transportation Department.
2.4.2 Parcels 3, 4 and 5 Road Construction. The primary roads shown as Roads A
and Road B shall be constructed, and accepted by the City, and connected at
the locations shown on Exhibit "D" prior to the issuance of any building
permits within Parcels 3, 4, and 5, as shown on Exhibit "D".
2.4.2 Parcels 32, 33, 34, 35 and 36. Prior to the issuance of the 126th building
permit for single family residences to be constructed within Parcels 32, 33,
34, 35, and 36, as shown on Exhibit "D" attached hereto, a Primary Road
connecting to CR 111 (Westinghouse Road), as shown in Exhibit "D", shall
be constructed and accepted by the City. This Primary Road must connect to
the roadway network described in Section 2.4.2 and substantially conform to
Exhibit "D". The road shall be constructed pursuant to City standards. Any
deviations from City standards must be approved in writing and in advance
of construction by the City's Transportation Department. For purposes of this
Agreement, the term "Primary Road" shall mean and refer to a road which is
either a major collector road or residential collector road, as those terms are
utilized in the TIA.
2.4.3 Additional Parcels. No building permits will be issued for single family
residences within parcels other than Parcels 1-5 without full compliance with
the conditions stated herein. Additionally, a Primary Road must be fully
constructed and accepted by the City, if contiguous to or contained within the
boundaries of each separate final plat prior to the issuance of building
permits within each final plat. Notwithstanding Section 2.4.1 above, up to
125 building permits may be issued utilizing two points of access, one of
which must be a public road built to city standards and accepted by the City
and the other may be an all-weather road. The 126th building permit may not
be issued until a second public street to provide access is constructed to City
standards and accepted by the City.
5.
2.4.4 Traffic Signalization — Road B. Developer agrees to pay the City 100% of
all costs related to the design, construction and other related costs to install
the Traffic Signal at University Boulevard and Road B. Design shall
commence as soon as practicable after the receipt of payment from
Developer. The current estimate of said costs is $20,000 for the design and
$220,000 for the construction. Developer has paid $20,000 for design to the
City. Developer agrees to pay the amount for construction to the City within
ten (10) days after receipt by Developer of a written request from the City. If
the final bid or any change orders are approved by the City regarding the
installation of the Signal increase the cost, Developer agrees to pay 100% of
said bid amount or change order amount within ten (10) days after receipt of
a written request for the same.
2.4.5 Turn Lanes. Left turn lanes on University Boulevard at the intersections with
Roads A and B, as shown on Exhibit "D", must be constructed by Developer
prior to the issuance of the 500th building permit within the Project, if said
turn lanes have not been previously constructed by Williamson County or
any third party.
2.5 Fire Station Site. The Developer agrees to dedicate to the City approximately three (3)
acres of land, as indicated on Exhibit "D", for use as a fire station. The dedication of the
land shall occur prior to the recordation of the final plat for the 600th residential lot
within the Project.
Article 3
MicnelInn annc
3.1 Mutual Assistance. The City and the Developer will do all things reasonably
necessary or appropriate to carry out the terms and provisions of this Agreement, and
to aid and assist each other in carrying out such terms and provisions of this
Agreement.
3.2 Dispute Resolution. In the event of any dispute among the Parties, the Parties agree to
work diligently and in good faith to resolve the dispute as quickly as possible so as
not to jeopardize the Developer's project timelines. The Parties agree that time is of
the essence in this matter.
3.3 Representations and Warranties. The City represents and warrants to the Developer
that this Agreement is within its authority, and that it is duly authorized and
empowered to enter into this Agreement, unless otherwise ordered by a court of
competent jurisdiction. Developer represents and warrants to the City that it has the
requisite authority to enter into this Agreement.
3.4 Default. If either the City or the Developer should default in the performance of any
obligations of this Agreement, the other party shall provide such defaulting party
written notice of the default, and a period of thirty (30) days to cure such default,
provided, however, if the nature of the default does not involve the payment of money
and is such that it cannot be reasonably cured within thirty (30) days, then the
N
defaulting party shall have such time as is reasonably necessary to cure the default so
long as the cure is commended in thirty (30) days and diligently pursued to
completion, prior to instituting an action for breach or pursuing any other remedy for
default. If the defaulting party remains in default after notice and opportunity to cure,
the non -defaulting party shall have the right to pursue any remedy at law or in equity
for the defaulting party's breach.
3.5 Attorney's Fees. In the event any legal action or proceeding is commenced between
the City and the Developer to enforce provisions of this Agreement and recover
damages for breach, the prevailing party in such legal action shall be entitled to
recover its reasonable attorney's fees and expenses incurred by reason of such action,
to the extent allowed by law.
3.6 Entire Agreement. This Agreement contains the entire agreement between the parties.
This Agreement may only be amended, altered or revoked by written instrument
signed by the City and the Developer.
3.7 BindingEffect. This Agreement shall be binding on and inure to the benefit of the
parties, their respective successors and assigns.
3.8 Assignment. The obligations of Developer hereunder shall run with the land. The
Developer may assign all or part of its rights and obligations to a third party without
the written consent of the City, so long as the assignee has the financial ability and
development experience to perform the obligations of Developer hereunder.
3.9 Amendment. This Agreement may be amended by the mutual written agreement of
the parties.
3.10 Termination. The City may terminate this Agreement if the Developer has not filed a
final plat within five (5) years after the Effective Date.
3.11 Notice. Any notice and or statement required and permitted to be delivered shall be
deemed delivered by actual delivery, facsimile with receipt of confirmation, or by
depositing the same in the United States mail, certified with return receipt requested,
postage prepaid, addressed to the appropriate party at the following addresses:
Developer: Taylor Morrison of Texas, Inc.
Attn: Adib Khoury
11200 Lakeline Blvd. Suite 150A
Austin, TX 78717
Ph: (512) 532-2115
City: Steve Norwood, City Manager
City of Round Rock
221 East Main Street
Round Rock, TX 78664
Ph: (512) 218-5400
Fx: (512) 218-7097
7.
With a copy to: City Attorney
309 East Main St.
Round Rock, TX 78664
Ph: (512) 255-8877
Fx: (512) 255-8986
Either party may designate a different address at any time upon written notice to the
other party.
3.12 Interpretation. Each of the parties has been represented by counsel of their choosing
in the negotiation and preparation of this Agreement. Regardless of which party
prepared the initial draft of this Agreement, this Agreement shall, in the event of any
dispute, however its meaning or application, be interpreted fairly and reasonably and
neither more strongly for or against any party.
3.13 Applicable Law. This Agreement is made, and shall be construed and interpreted,
under the laws of the State of Texas and venue shall lie in Williamson County, Texas.
3.14 Severability. In the event any provisions of this Agreement are illegal, invalid or
unenforceable under present or future laws, and in that event, it is the intention of the
parties that the remainder of this Agreement shall not be affected. It is also the
intention of the parties of this Agreement that in lieu of each clause and provision that
is found to be illegal, invalid or unenforceable, a provision be added to this
Agreement which is legal, valid or enforceable and is as similar in terms as possible
to the provision found to be illegal, invalid or unenforceable.
3.15 Paragraph Headings. The paragraph headings contained in this Agreement are for
convenience only and will in no way enlarge or limit the scope or meaning of the
various and several paragraphs.
3.16 No Third Party Beneficiaries. This Agreement is not intended to confer any rights,
privileges, or causes of action upon any third party.
3.17 Exhibits. The following Exhibits are attached and incorporated by reference for all
purposes:
Exhibit "A" Property Description
Exhibit `B" Utilities Locations
Exhibit "C" Utility Capital Improvement Schedule
Exhibit "D" Primary Road Locations
3.18 No Joint Venture. It is acknowledged and agreed by the parties that the terms hereof
are not intended to and shall not be deemed to create any partnership or joint venture
8.
among the parties. The City, its past, present and future officers, elected officials,
employees and agents of the City, do not assume any responsibilities or liabilities to
any third party in connection with the development to the Project or the design,
construction or operation of any portion of the Project.
3.19 Force Majeure. If, by reason of Force Majeure (as hereinafter defined), any party
shall be rendered wholly or partially unable to carry out its obligations under this
Agreement after its effective date, then such party shall give written notice of the
particulars of such Force Majeure to the other party or parties within a reasonable
time after the occurrence thereof. The obligations of the party giving such notice, to
the extent affected by such Force Majeure, shall be suspended during the continuance
of the inability claimed and for no longer period, and any such party shall in good
faith exercise its best efforts to remove and overcome such inability. The term "Force
Majeure" as utilized herein shall mean and refer to acts of God; acts of public
enemies; orders of any kind of the government of the United States, the State of
Texas, or any other civil or military authority; lightning; fires; hurricanes; storms;
floods; or other natural disasters or other causes not reasonably within the control of
the party claiming such inability.
3.20 Effective Date. This Agreement becomes effective when signed by the last party
whose signature makes this Agreement fully executed.
IN WITNESS WHEREOF, DEVELOPER AND THE CITY have executed duplicate
counterparts to effectuate this Agreement to be effective as of the last date of due execution.
Date:
Date:
Attest:
TAYLOR MORRISON OF TEXAS, INC.
By:
Its:
THE CITY OF ROUND ROCK, TEXAS
IC
a
Alan McGraw, Mayor
City of Round Rock, Texas
Sara White, City Clerk
ACKNOWLEDGMENT
STATE OF TEXAS
COUNTY OF
This instrument was acknowledged before me on this the day of ,
2013 by of Taylor Morrison of Texas,
Inc., on behalf of said corporation.
Notary Public, State of Texas
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the —day of ,
2013 by Alan McGraw, Mayor, on behalf of the City of Round Rock, Texas.
Notary Public, State of Texas
10.
223.361 Acre Tract
Pagel of 7
DESCRIPTION
FOR A 223.361 ACRE TRACT OF LAND SITUATED IN THE JOSEPH
MOTT SURVEY, ABSTRACT NO. 427 IN WILLIAMSON COUNTY,
TEXAS, BEING A PORTION OF A CALLED 300.43 ACRE TRACT IN DEED
TO AVERY RANCH COMPANY, LTD. RECORDED IN DOCUMENT
NO. 2002071336 OF THE OFFICIAL PUBLIC RECORDS OF SAID COUNTY
AND ALL OF A CALLED 53.02 ACRE TRACT OF LAND IN DEED TO
CHARLES N. AVERY, III, ET AL, RECORDED IN DOCUMENT
NO. 2004074664 OF THE OFFICIAL PUBLIC RECORDS OF SAID COUNTY,
SAID 223.361 ACRE TRACT -OF LAND, AS SHOWN ON ACCOMPANYING
SKETCH, IS MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING at a'/2" iron rod with "Baker-Aicklen" cap set on the north boundary line of
said 300.43 acre tract, same being the most westerly southwest corner of said 53.02 acre
tract, same being the southeast corner of a 2.694 acre portion of a called 38.069 acre tract of
land in deed to the City of Georgetown, recorded in -Volume 1970, Page 497 of the Official
Records of said County for an interior corner in the north boundary line and POINT OF
BEGINNING hereof;
THENCE departing the north boundary line of said 300.43 acre tract, with the west
boundary line of said 53.02 acre tract, same being the east boundary line of said 2.694 acre
portion, N 24°18'59" W for a distance of 316.94 feet to a 1/2' iron rod with "Baker-Aicklen"
cap set for the most northerly northwest corner of said 53.02 acre tract, same being the
southwest corner of a called 3.79 acre tract of land in deed to Treescape Farms GP, LLC,
recorded in Document No. 2004054116 of the Official Public Records of said County, for an
angle point hereof;
THENCE with the north boundary line of said 53.02 acre tract, same being the south
boundary line of said 3.79 acre tract, the following two (2) courses and distances:
1. N 50°33'44" E for a distance of 184.07 feet to a 1/2" iron rod with "Baker-Aicklen"
cap set, for an angle point hereof, and
2. N 46°14'14" E for a distance of 10.92 feet to a 1/2" iron rod with "Baker-Aicklen" cap
set for the southeast corner of said 3.79 acre tract, same being the southwest corner of
a called 118.53 acre tract of land in deed to Ruben Greinert and Joyce Greinert
recorded in Volume 2711, Page 151 of the Official Records of said County, for an
angle point hereof;
THENCE continuing with the north boundary line of said 53.02 acre tract, same being the
south boundary line of said 118.53 acre tract, N 74028137" E for a distance of 1901.33 feet to
E
IT
223.361 Acre Tract
Page 2 of 7
an iron rod with cap found for the northeast corner -of said 53.02 acre tract, same being the
southeast corner of said 118.53 acre tract, same being on the west boundary line of a called
1162.08 acre tract of land in deed to Nelson Homestead Family Partnership, Ltd., recorded in
Document No. 9824078 of the Official Records of said County, for the northeast corner
hereof,
THENCE with the east boundary line of said 53.02 acre tract, same being the west boundary
line of said 1162.08 acre tract, the following three (3) courses and distances:
1. S 22°41'00" E for a distance of 509.97 feet to a nail found, for an angle point hereof,
2. S 19'48'09")E for a distance of 368.64 feet to a nail found, for an angle point hereof,
and
3. S 20°38'26" E for a distance of 339.80 feet to a fence post found on a point in the
north boundary line of said 300.43 acre tract, said point being the southeast corner of
said 53.02 acre tract, for an angle point hereof;
THE, with the easterly boundary line of said 300.43 acre tract, same being the west
boundary line of said 1162.08 acre tract, the following two (2) courses and distances:
1. N 68°46106" E for a distance of 30.96 feet to a %2" iron rod with "Baker-Aicklen" cap
set at the northeast corner of said 53.02 acre tract, for an angle point hereof, and
2. S 20°54'14" E for a distance of 955.33 feet to an iron rod with cap found in the north
right-of-way line of University Boulevard, for the southeast corner hereof;
THENCE with the north right-of-way line of said University Boulevard, the following seven
(7) courses and distances:
1. S 69°18'39" W for a distance of 507.18 feet to an iron rod with cap found, for an
angle point hereof,
2. S 75°16'13" W for a distance of 100.46 feet to an iron rod with cap found, for an
angle point hereof,
3. S 70°32'01" W for a distance of 400.06 feet to an iron rod with cap found, for an
angle point hereof,
4. S 78°20'10" W for a distance of 101.05 feet to an iron rod with cap found, for an
angle point hereof,
223.361 Acre Tract
Page 3 of 7
5. N 88°25'38" W for a distance of 26.96 feet to an iron rod with cap found, for an
angle point hereof,
6. S 20°11'51" E for a distance of 49.95 feet to a 1/2" iron rod with "Baker-Aicklen cap
set, for an angle point hereof, and
7. S 69°46'03" W for a distance of 3043.96 feet to a calculated point in the west
boundary line of said 300.43 acre tract, same being the southeast corner of a called
111.30 acre tract of land in deed to said Nelson Homestead Family Partnership, Ltd.,
recorded in said Document No. 9824078, for the southwest corner hereof,
THENCE departing the north right-of-way line of said University Boulevard, with the west
boundary line of said 300.43 acre tract, same being the east boundary line of said 111.30 acre
tract, the following seven (7) courses and distances:
1. N 45°25'02" W for a distance of 120.01 feet to a calculated angle point hereof,
2. N 30°44'02" W for a distance of 298.06 feet to a calculated angle point hereof,
3. N 08°51'02" W for a distance of 118.06 feet to an iron rod with cap found, for an
angle point hereof,
4. N 40007'02" W for a distance of 93.89 feet to a 1/2" iron rod with
"Baker-Aicklen" cap set, for an angle point hereof,
5. N 80°37'02" W for a distance of 334.72 feet to a '/z" iron rod with
"Baker-Aicklen" cap set, for an angle point hereof,
6. N 67°00'02" W for a distance of 654.44 feet to a F/z" iron rod with
"Baker-Aickled' cap set, for an angle point hereof, and
7. N 21°01'52" W for a distance of 699.87 feet to a '/z" iron rod with
"Baker-Aicklen" cap set, for the northwest corner hereof;
THENCE through the interior of said 300.43 acre tract, N 68°56'29" E for a distance of
1545.33 feet to a '/2" iron rod with "Baker-Aicklen" cap set for an interior corner of said
300.43 acre tract, same being the southwest corner of a called 1.00 acre tract of land in deed
to Sowers Lawn Care, LLC, recorded in Document No. 2008016323 of the Official Public
Records of said County, for an angle point hereof;
THENCE in part with the south boundary line of said 1.00 acre Sowers Lawn Care tract, in
part with the south boundary line of a called 1.00 acre tract of land in deed to Miguel Tellez
and Karen Tellez, recorded in Document No. 2005021145 of the Official Public Records of
223.361 Acre Tract
Page 4 of 7
said County, in part with the south boundary line of a called 1.001 acre tract of land in deed
to Hector M. Mendoza and Modesta Solis, recorded in Document No. 2010057895 of the
Official Public Records of said County, in part with the south boundary line of a called
1.16 acre tract of land in deed to Maudie Oliver Streeter, recorded in Volume 935, Page 443
of the Deed Records of said County, and in part with the south boundary line of called
1.16 acre tract of land in deed to Gerardo C. Torres, recorded in Document No. 9827796 of
the Official Records of said County, and in part with the south boundary line of said
2.694 acre portion, the following six (6) courses and distances:
1. N 68°56'29" E for a distance of 28510 feet to a 1/2" iron rod with
'Baker-Aicklen"
cap set, for an angle point hereof,
2. N 69°03'46" E for a distance of 269.68 feet to a 1/2" iron rod with
'Baker-Aicklen"
cap set, for an angle point hereof,
3. N 68°50'39" E for a distance of 260.12 feet to a 1/2" iron rod with
'Baker-Aicklen"
cap set, for an angle point hereof,
4. N 68°54'51' E for a distance of 271.11 feet to a'/2" iron rod with
"Baker-Aicklen"
cap set, for an angle point hereof,
5. N 68°56'29" E for a distance of 21.3.37 feet to a 1/2" iron rod with
`Baker-Aicklen"
cap set, for an angle point hereof, and
6. N 68°57'08" E for a distance of 103.53 feet to the POINT OF BEGINNING hereof
and containing 223.361 acres of land.
Bearing basis is referenced to grid north, Texas State Plane Coordinate System NAD 83,
Central Zone (4203). -
Surveyed under the direct supervisio>1 the undersigned during May, 2013:
Parker J. Graham f
Registered Professional Land Surveyor No. 5556
Baker-Aicklen & Assoc., Inc.
507 West Liberty Avenue
Round Rock, TX 78664
Job No: 2173-2-001
Filename: W:\PROJECTS\TAYLOR-MORRISON-AVERY NORTHWETES AND BOUNDS\TRACT I
ZONING\Avery North Zoning -Area -1-223.361 acre tract.doc
LEGEND
O ]RON ROD WITH "BAKER-AICKLEN CAP SET
® IRON ROD WITH CAP FOUND
® 112" IRON ROD FOUND COUNTY ROAD 186— — — —
A NAIL FOUND g {�
®FP FENCE POST FOUND I O 7 9 1 I 13
A CALCULATED POINT O O 6 5
I 3
it
I
l
12
/ 1
191.444 ACRE 0 400 800
TRACT /
> cn O L2 L3 L4 ORIGINAL SCALE
1 " = 800'
1 POINT OF Lo,
`t 6 W o co Imo-
U -
U 0 L25
L26 L27 L28 L29 L30
1 BEGINNING
�
L31
I
¢ ¢O)O�
LU d C V Z
I
cAV)'.:z0r0
14 .J
u1�Tl-,jU c
; iE w - z ¢ Z
0 Z W V O
z ❑ g
00¢¢�O¢ ��
1
P
—� --
---
Un �_
z �2
L8
L15
L21 SUBJECT TRACT
1-14
L20 223.361 ACRE
L19
L11
_
L18
L17
L16 L12 L10
UNIVERSITY BLVD.
.10SE1=>14 MOTT SURVEY
AB Srr CT NO - 4�3'7
TYAMM
BAKER-AICKLEN S07 N13 ROE'Ll9ER-5-15
Roulvo R�cK,Tou>s 7955a AVERY NORTH
R(51
ENI3INEERING F1RM & ASSOCIATES, INC. 21�'# R45 ZONING EXHIBIT AREA 1
I' �suRVSYFIRM #1 31.0 223.361 ACRES
ROUND R=KTom"= 1''$' PAGE 5 OF 7
W.TROJECTSITAYLOR-MORRISON-AVERY NORTHIMG 2ONINGITM-ZONING-AREA 1.dwg [PAGE 5] July 08, 2013 -12,38pm
LU
a-�cm00
I-=g0w:D
co C-4 z x 0
LLJ �Lwt1�ZQZ
O Z n w Fj 0
z�wE-L 61)
0 a.0 a
V ❑ J
Z
PROJECT NO. 2173-2-001
LINE TABLE
LINE NO.
BEARING
DISTANCE
L1
N24018'59"W
316.94'
L2
N50°3344"E
184.07'
L3
N46014'14"E
10.92'
L4
N74028'37"E
1901.33'
L5
S22°41'00"E
509.97'
L6
S19048'09"E
368.64'
L7
S20'3826"E
339.80'
L8
N68°46'06"E
30.96'
L9
S20054'14"E
955.33'.
L10
S69018'39'W
507.18'
L11
S75°16'13"W
100.46'
L12
S70°32'01"W
400.06'
L14
S78'20'1 0"W
101.05'
L15
N88*25'38"W
26.96'
L16
S20'11'51 "E
49.95'
L17
S69*46'03"W
3043.96'
L18
N45°25'02'W
120.01'
L19
N30044'02"W
298.06'
L20
N08051'02"W
118.06'
L21
N40007'02"W
93.89'
LINE TABLE
LINE NO.
BEARING
DISTANCE
L22
N80°37'02"W
334.72'
L23
N67000'02"W
654.44'
L24
N21 °01'52"W
699.87'
L25
N68'56'29"E
1545.33'
L26
N68'56'29"E
285.10'
L27
N69003'46"E
269.68'
L28
N68°50'39"E
260.12'
L29
N68054'51"E
271.11'
L30
N68°56'29"E
213.37'
L31
N68°57'08"E
103.53'
V�ZAkaB
AKER-AICKLEN 87WEErU13ERTYAVE AVERY NORTH
RO0UND ROCK.7EXAS 78664
ASSOCIATES. INC. (5,8)244362,0 ZONING EXHIBIT AREA 1
ENGINEERW3 MRM#F-45 223.361 ACRES
F Is Is1e I � suRVLYFlRM#Icxml ]
ROUND ROCK M9AE#1787 PAGE 6 OF 7 PROJECT NO. 2173-2-001
W:IPROJECTSITAYLOR-MORRISON-AVERY NORTHIOWG ZONINGITM-ZONING-AREA 1.dwg [PAGE 6] July 03, 2013- 955am
Q AVERY RANCH COMPANY, LTD - CALLED 300.43 ACRES.- DOC. NO. 2002071336, O.P.R.W.C.T.
20 SOWERS LAWN CARE, LLC - CALLED 1.00 ACRE - DOC. NO. 2008016323, O.P.R.W.C.T.
30 MIGUEL TELLEZ & KAREN TELLEZ - CALLED 1.00 ACRE - DOC. NO. 2005021145, O.P.R.W.C.T.
HECTOR M. MENDOZA & MODESTA SOLIS - CALLED 1.001 ACRE - DOC. NO. 2010057895,
O.P.R.W.C.T.
5� MAUDIE OLIVER STREETER - CALLED 1.16 ACRE - VOL. 935, PG. 443, D.R.W.C.T.
GERARDO C_ TORRES - CALLED 1.16 ACRE - DOC. NO. 9827796, O.P.R.W.C.T.
70 TREESCAPE FARMS GP, LLC - CALLED 26.98 ACRES - DOC. NO. 2004054116, O.P.R.W.C.T.
RUBEN GREINERT AND JOYCE GREINERT - A 1.720 ACRE REMNANT PORTION OF A CALLED
28.76 ACRES - VOL. 2711, PG. 151, O.R.W.C.T.
90 CITY OF GEORGETOWN - A 2.694 ACRE PORTION OF A CALLED 38.069 ACRES -VOL. 1970, PG.
497, O.R.W.C.T.
10. JOHN S. AVERY, SR., TRUSTEE, JOHN S. AVERY EXEMPT TRUST - CALLED 144.41 ACRES - DOC.
NO. 2006112407 O.P.R.W.C.T.
11. RUBEN GREINERT AND JOYCE GREINERT - CALLED 4.8926 ACRES - DOC. NO. 9610694,
O.P.R.W.C.T.
12. RUBEN GREINERT & JOYCE GREINERT - CALLED 118.53 ACRES - VOL. 2711, PG. 151, O.R.W.C.T
13. TREESCAPE FARMS GP, LLC - CALLED 3.79 ACRES - DOC. NO. 2004054116, O.P.R.W.C.T.
14. CHARLES N. AVERY, III, ET AL. - CALLED 53.02 ACRES - DOC. NO. 2004074664, O.P.R.W.C.T.
Dk BAKER-AICKLEN 5F7"'�"TEXAS?ar. AVERY NORTH
ROUND aoctc,�raxns �aesa
& ASSOCIATES, INC.A(SI212aa-sezo ZONING EXHIBIT AREA 1
IAENGINEERING FIRM#F.45 223.361 ACRES
I smvMms I Gls lFtAM� I L SURvFyFIRM #1D=1 -a
ROUND ROCK `E#'787 PAGE 7 OF 7 PROJECT NO. 2173-2-001
W;IPROJECTSITAYLOR-MORRISON-AVERY NORNWWG 4UNINGII M-LUNINU AKrA 1,43WO LF'Atit IyJury Utl, ZULU-xanam
191.444 Acre Tract
Page 1 of S
DESCRIPTION
FOR A 191.444 ACRE TRACT OF LAND SITUATED IN THE JOSEPH
MOTT SURVEY, ABSTRACT NO. 427 IN WILLIAMSON COUNTY,
TEXAS, BEING ALL OF: A CALLED 26.98 ACRE AND 3.79 ACRE TRACTS
OF LAND IN DEED TO TREESCAPE FARMS GP, LLC, RECORDED IN
DOCUMENT NO, 2004054116 OF THE OFFICIAL PUBLIC RECORDS OF
SAID COUNTY, ALSO BEING A PORTION OF: A CALLED 4.8926 ACRE
TRACT OF LAND IN DEED TO RUBEN GREINERT AND JOYCE
GREINERT, RECORDED IN DOCUMENT NO. 9610694 OF SAID OFFICIAL
PUBLIC RECORDS, ALSO BEING A PORTION OF: A CALLED 300.43
ACRE TRACT IN DEED TO AVERY RANCH COMPANY, LTD.
RECORDED IN DOCUMENT NO. 2002071336 OF SAID OFFICIAL PUBLIC
RECORDS, BEING ALL OF: A 1.720 ACRE REMNANT PORTION OF A
CALLED 28.76 ACRES AND A 118.53 ACRE TRACTS OF LAND IN DEED
TO RUBEN GREINERT AND JOYCE GREINERT, RECORDED IN VOLUME
2711, PAGE 151 OF THE OFFICIAL RECORDS OF SAID COUNTY, BEING
A PORTION OF: A CALLED 144.41 ACRE TRACT OF -LAND IN DEED TO
JOHN S. AVERY, SR., TRUSTEE OF JOHN S. AVERY EXEMPT TRUST,
RECORDED IN DOCUMENT NO. 2006112407 OF SAID OFFICIAL PUBLIC
RECORDS, SAVE AND EXCEPT: A 2.694 ACRE PORTION OF A CALLED
38.069 ACRE TRACT OF LAND IN DEED TO THE CITY OF
GEORGETOWN, RECORDED IN VOLUME 1970, PAGE 497 OF SAID
OFFICIAL RECORDS, SAID 191.444 ACRE TRACT OF LAND, AS SHOWN
ON ACCOMPANYING SKETCH, IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a'/z" iron rod with'Baker-Aicklen" cap set for the northwest corner of said
2.694 acre portion, same being the northeast corner of said 1.720 acre Remnant Portion for an
angle point and POINT OF BEGINNING hereof;
THENCE with the north boundary line of said 2.694 acre portion, N 66°28'26" E for a
distance of 96.97 feet to a 1/z" iron rod with "Baker-Aicklen" cap set for the northeast corner
of said 2.694 acre portion, same being the southwest corner of said 4.8926 acre tract, same
being the most westerly northwest corner of said 118.53 acre tract, for ah angle point hereof;
THENCE through the interior of said 118.53 acre tract, N 71029115" E for a distance of
403.98 feet to a 1/z" iron rod with 'Baker-Aicklen" cap set for a non -tangent point of
curvature hereof;
THENCE continuing through the interior of said 118.53 acre tract, through the interior of
said 4.8926 acre tract and through the interior of said 144.41 acre tract, with the are of a
curve to the left, having a radius of 11901.20 feet, an arc length of 1529.32 feet, a central
EXHIBIT
"An
191.444 Acre Tract
Page 2of8
angle of 007°21'45", and a chord which bears, N 24°16'08" W for a distance of
1528.27 feet to a '/2" iron rod with 'Baker-Aicklen" cap set for the most northerly
northwest corner hereof;
THENCE continuing through the interior of said 144.41 acre tract, N 68°57'13" E for a
distance of 1711.38 feet to a I/2" iron rod found on the east boundary lute of said 144.41 acre
tract, same being the southwest corner of a called 23.65 acre tract of land deeded to Triple
Play Sportsplex, LP, recorded in Document No. 2005003974 of the Official Public Records
of said County, for an angle point hereof;
THENCE with the east boundary line of said 144.41 acre tract, same being the south
boundary line of said 23.65 acre tract, N 68°53'18" E for a distance of 493.09 feet to a 1/2"
iron rod found, same being the west line of a called 1162.08 acre tract of land in deed to
Nelson Homestead Family Partnership, Ltd. recorded in Document No. 9824078 of the
Official Records of said County, for the northeast corner hereof;
THENCE with the east boundary line of said 144.41 acre tract, same being the west
boundary line of said 1162.08 acre tract and in part with the east boundary line of said 118.53
acre tract, the following eight (8) courses and distances:
1. S 21°23'57" E for a distance of 1094.60 feet to a'/2" iron rod found at the southeast
corner of said 144.41 acre tract, same being the northeast corner of said 118.53 acre
tract, for an angle point hereof,
2. S 21°26'13" E for a distance of 426.58 feet to a fence post found, for an angle point
hereof,
3. S 05°13'37" W for a distance of 35.58 feet to a fence post found, for an angle point
hereof,
4. S 06°42'07" W for a distance of 267.37 feet to a fence post found, for an angle point
hereof,
5. S 06°55'57" W for a distance of 577.76 feet to a fence post found, for an angle point
hereof,
6. S 02°54'37' W for a distance of 4.18 feet to a fence post found, for an angle point
hereof, and
7. S 29°07124" E for a distance of 27.53 feet to a fence post found, for an angle point
hereof,
191.444 Acre Tract
Page 3 of 8
8. S 22°27'01" E for a distance of 151.38 feet to an iron rod with cap found for the
southeast corner of said 118.53 acre tract, same being the northeast corner of a called
53.02 acre tract of land in deed to Charles N. Avery, III, Et. At., recorded in
document No. 2004074664 of the Official Public Records of said County, for the
southeast corner hereof;
THENCE with the south boundary line of said 118.53 acre tract, same being the north
boundary line of said 53.02 acre tract, S 74°28'37" W for a distance of 1901.33 feet to a %z'
iron rod with "Baker-Aicklen" cap set for the southwest corner of said 118.53 acre tract, same
being an angle point on the north boundary line of said 53.02 acre tract, same being the
southeast corner of said 3.79 acre tract, for an angle point hereof,
THENCE with the north boundary line of said 53.02 acre tract, same being the south
boundary line of said 3.79 acre tract, the following two (2) courses and distances:
1. S 46°14'14" W for a distance of 10.92 feet to a I/2" iron rod with "Baker-Aicklen"
cap set, for an angle point hereof, and
2. S 50°33144" W for a distance of 184.07 feet to a I/z' iron rod with "Baker-Aicklen"
cap set for the southwest corner of said 3.79 acre tract, same being the northwest
corner of said 53.02 acre tract, same being the east boundary line of said 2.694 acre
portion, for an angle point hereof;
THENCE with the west boundary line of said 53.02 acre tract, same being the east boundary
line of said 2.694 acre portion, S 24°18'59" E for a distance of 316.94 feet to a/z' iron rod
with 'Balser-Aicklen" cap set for the southeast corner of said 2.694 acre portion, same being
the north boundary line of said 300.43 acre tract, for an angle point hereof;
THENCE with the south boundary Iine of said 2.694 acre portion, same being the north
boundary line of said 300.43 acre tract, the following two (2) courses and distances:
1. S 68°57145" W for a distance of 52.41 feet to a calculated point, for an angle point
hereof, and
2. 8 68°56'29" W for a distance of 51.12 feet to a 1/z' iron rod with "Baker-Aicklen"
cap set for the southwest corner of said 2.694 acre portion, same being the southeast
corner of a called 1.16 acre tract of land in deed to Gerardo C. Torres, recorded in
Document No. 9827796 of the Official Records of said County, for an angle point
hereof;
THENCE with the west boundary line of said 2.694 acre portion, same being the east
boundary line of said 1.16 acre tract, N 24°01'20" W for a distance of 270.57 feet to a 1/z"
191.444 Acre Tract
Page 4 of 8
iron rod with "Baker-Aicklen" cap set for the northeast corner of said 1.16 acre tract, same
being the southeast corner of said 26.98 acre tract, for an angle point hereof;
THE, in part with the south boundary line of said 26.98 acre tract, in part with the north
boundary line of said 1.16 acre tract, in part with the north boundary line of a called
1.16 acre tract of land in deed to Maudie Oliver Streeter, recorded in Volume 935, Page 443
of the Deed Records of said County, in part with the north boundary line of a called 1.001
acre tract of land in deed to Hector M. Mendoza and Modesta Solis, recorded in Document
No. 2010057895 of the Official Public Records of said County, in part with the north
boundary line of a called 1.00 acre tract of land in deed to Miguel Tellez and Karen Tellez,
recorded in Document No. 2005021145 of the Official Public Records of said County and in
part with the north boundary line of a called 1.00 acre tract of land in deed to Sowers Lawn
Care, LLC, recorded in Document No. 2008046323 of the Official Public Records of said
County, the following three (3) courses and distances:
1. S 50°54'32" W for a distance of 219.16 feet to a'/i' iron rod with "Baker-Aicklen"
cap set, for an angle point hereof,
2. S 62006'02" W for a distance of 271.55 feet to a 1/z" iron rod with "Baker-Aicklen"
cap set, for an angle point hereof, and
3. S 67°32'56" W for a distance of 808.77 feet to a 1/a" iron rod with "Baker-Aicklen"
cap set for the northwest corner of said 1.00 Sowers tract, same being the southwest
corner of said 26.98 acre tract, same being the north boundary line of said 300.43 acre
tract, for an angle point hereof;
THENCE with the west boundary Iine of said 1.00 acre Sowers tract, same being the north
boundary line of said 300.43 acre tract, S 21°29143" E for a distance of 150.37 feet to a 1/z"
iron rod with "Baker-Aicklen" cap set for the southwest corner of said 1.00 Sowers tract,
same being an angle point on the north boundary line of said 300.43 acre tract, for an angle
point hereof;
THENCE through the interior of said 300.43 acre tract, S 68°56'29" W for a distance of
1545,33 feet to a'/i' iron rod with "Baker-Aicklen" cap set on the west boundary line of said
300.43 acre tract, same being the east line of a called 111.30 acre tract of land in deed to
Nelson Homestead Family Partnership, Ltd., recorded in Document No. 9824078 of the
Official Records of said County, for the southwest corner hereof;
THENCE with the west boundary line of said 300.43 acre tract, same being the east
boundary line of said 111.30 acre tract, N 21°01'52" W for a distance of 1116.55 feet to a 1/2"
iron rod with "Baker-Aicklen" cap set, same being on the south right-of-way line of County
Road 186, for the most westerly northwest corner hereof;
191.444 Acre Tract
Page 5 of 8
THENCE, with the south right-of-way line of said County Road 186, through the interior of
said 300.43 acre tract, N 68°29'58" E for a distance of 1536.25 feet to a '/2" iron rod with
"Baker-Aicklen" cap set on the east boundary line of said 300.43 acre tract, same being the
easterly terminus of said County Road 186, same being on the west boundary line of said
1.720 acre remnant portion, for an angle point in the northerly boundary line hereof;
THENCE with the easterly terminus of said County Road 186, same being the westerly
boundary line of said 1.720 remnant portion, N 21°29'43" W for a distance of 31.58 feet to a
1/2" iron rod with "Baker-Aicklen" cap set at the northwest corner of said 1.720 remnant
portion, for an angle point in the northerly boundary line hereof;
THENCE with the northerly boundary line of said 1.720 remnant portion, the following
three (3) courses and distances:
1. N 68°39'10" E for a distance of 334.16 feet to a 1/2" iron rod with "Baker-Aicklen"
cap set for an angle point hereof,
2.' N 68°44140" E for a distance of 236.22 feet to a 1/2" iron rod with "Baker-Aicklen"
cap set, for an angle point hereof, and
3. N 68°42'10" E for a distance of 677.53 feet to the POINT OF BEGINNING hereof
and containing 191.444 acres of land.
Bearing basis is referenced to grid north, Texas State Plane Coordinate System NAD 83,
Central Zone (4203).
Surveyed under the direct supervi ' n of the undersigned during May, 2013:
Parker I Grah � '
Registered Professional Land Surveyor No. 5556 PAF
Baker-Aicklen & Assoc., Inc.
507 West Liberty Avenue �2
Round Rock, TX 78664
Job No: 2173-2-001
Filename: W:\PROJECTS\TAYLOR-MORRISON-AVERY NORTH\METES AND BOUNDS\TRACT 1
ZONING\Avery North Zoning -Area -2-191.444 acre traet.doc
LEGEND
O IRON ROD WITH "BAKER-AICKLEN CAP SET
® IRON ROD WITH CAP FOUND
0 112" IRON ROD FOUND
A NAIL FOUND
®FP FENCE POST FOUND
A CALCULATED POINT
COUNTY ROAD 186 L57
POINT OF
BEGINNING
L59 L60 1-61 L,31+ ! 12
SAVE &EXCEPT
I O --,1 ` 2.694 ACRES
�\ 13 L40-
1 . gal
L35
L36
10 SUBJECT TRACT
191.444 ACRE
>
51 L50 4 lo'\ "—L44 L43
L54 �i L45
co
uaaLU (n r�
❑ a U co0 L55 ( 5 6 L47
a0.c: a o o a
LU o U f L64
1-z�OLU❑ 114
co z cX O L48 f
LL'
��~.JU I l
2L1.]—zQz
O_z❑U.IUO \
O-W2LLw 1
LU U LU
\
z JOSEPH MOTT SURVEY
ABSTRACT NO. 427
14I
BAKER-AICKLEN--'WESTLIBERTYAVE. AVERY NORTH
ROUND RODK,TEXAS 7SS64
& ASSOCIATES, INC. M10244-S6&O ZONING EXHIBIT
ENGINEERING FIRM*F-46
SURVEY FIRM #1C)=M1 3 191.444 ACRES
R13UND FMC:K Te.oE#1787
PAGE 6 OF 8
W:�PROJECTSITAYLOR-MORRISON•AVERY NORTHIDWG ZONINGITM-ZONING•AREA 2.dwg [PAGE 6] July 08, 2013 -1:07pm
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0 400 800
0!!��
ORIGINAL SCALE
1" = 800'
PROJECT NO. 2173-2-001
0. -t co
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0 400 800
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ORIGINAL SCALE
1" = 800'
PROJECT NO. 2173-2-001
CURVE TABLE
CURVE NO,
RADIUS
ARC
CENTRAL
CHORD
CHORD
L34
N71 °29'15"E
LENGTH
ANGLE
BEARING
DISTANCE
C1
11901.20'
1529.32'
00721'45"
N24°16'08"W
1528.27'
LINE TABLE
LINE NO.
BEARING
DISTANCE
L33
N66028'26"E
96.97'
L34
N71 °29'15"E
403.98'
L35
N68°57'13"E
1711.38'
L36
N68°53'18"E
493.09'
L37
S21 °23'57"E
1094.60'
L38
S05'1 3'37"W
35.58'
L39
S06055'57"W
577.76'
L40
S02°54'37"W
4.18'
L41
S29°07'24"E
27.53'
L42
S22'27'01 "E
151.38'
L43
S74028'37"W
1901.33'
L44
546014'14"W
10.92'
L45
S50°33'44"W
184.07'
L46
S24°18'59"E
316.94'
L47
S6805745"W
52.41'
L48
N2400120"W
270.57'
L49
S50'54'32'W
219.16'
L50
S62006'02'W
271.55'
L51
S67*32'56'W
808.78'
L54
S21 °29'43"E
150.37'
LINE TABLE
LINE NO.
BEARING
DISTANCE
L55
S68°56'29"W
1545.33'
L56
N21'01'52"W
1116.55'
L57
N68°29'58"E
1536.25'
L58
N21 °29'43"W
31.58'
L59
N68039'10"E
334.16'
L60-
N68044'40"E
236.22
L61
N68°42'10"E
677.53'
L62
S21026'13"E
426.58'
L64
S68°56'29"W
51.12'
L65
S06042'07"W
267.37'
BAKER-AICKLEN 607VVKSTLJ9ERIYAVM AVERY NORTH
ROUND ROCK,7ExA67B6sa 20 ZONING EXHIBIT
ASSOCIATES, INC, (B1
ENGINEERING MFIRMRM#F45 191.444 ACRES
E I StrtavEWts I f31S I PWrns I LNn�FE�f[FxTa 5URVEYFlRM#100231fl
ROUND ROCK TsAE#1-sem PAGE 7 OF PROJECT NO. 2173-2-001
W:IPROJECTSITAYLOR-MORRISON-AVERY NORTNIDWG ZONINGITM-ZONENG-AREA 2.dwg (PAGE 7] July 08, 2013-1.07pm
0 AVERY RANCH COMPANY, LTD - CALLED 300.43 ACRES - DOC, NO. 2002071336, O.P.R.W.C.T.
2� SOWERS LAWN CARE, LLC - CALLED 1.00 ACRE - DOC. NO. 2008016323, O.P.R.W.C.T.
MIGUEL TELLEZ & KAREN TELLEZ - CALLED 1.00 ACRE - DOC. NO, 2005021145, O.P.R.W.C.T.
HECTOR M. MENDOZA & MODESTA SOLIS - CALLED 1,001 ACRE - DOC. NO. 2010057895,
O.P.R.W.C_T.
5Q MAUDIE OLIVER STREETER - CALLED 1.16 ACRE - VOL. 935, PG. 443, D.R.W.C.T.
GERARDO C. TORRES - CALLED 1.16 ACRE - DOC. NO. 9827796, O.P.R.W.C.T.
Q TREESCAPE FARMS GP, LLC - CALLED 26,98 ACRES - DOC. NO. 2004054116, O.P.R.W.C.T.
® RUBEN GREINERT AND JOYCE GREINERT - A 1.720 ACRE REMNANT PORTION OF A CALLED
28.76 ACRES - VOL. 2711, PG. 151, O.R.W.C.T.
90 CITY OF GEORGETOWN - A 2.694 ACRE PORTION OF A CALLED 38.069 ACRES - VOL. 1970, PG.
497, O.R.W.C.T.
10. JOHN S. AVERY, SR., TRUSTEE, JOHN S. AVERY EXEMPT TRUST - CALLED 144.41 ACRES - DOC.
NO. 2006112407 O.P.R.W.C.T.
11. RUBEN GREINERT AND JOYCE GREINERT - CALLED 4.8926 ACRES - DOC. NO. 9610694,
O.P.R.W.C.T.
12. RUBEN GREINERT & JOYCE GREINERT - CALLED 118.53 ACRES - VOL. 2711, PG. 151, O.R.W.C.T.
13. TREESCAPE FARMS GP, LLC - CALLED 3.79 ACRES - DOC. NO. 2004054116, O.P.R.W.C.T.
14: CHARLES N. AVERY, 111, ET AL. - CALLED 53.02 ACRES -.DOC. NO. 2004074664, O.P.R.W.C.T.
Va
AKER-AICKLEN�""'��"IeEMYXI ' AVERY NORTH
ROUND RDCK'I XA976664ZONING EXHIBIT
ASSOCIATES, INC, 19 21
124493=
ENSINEERIMM FIRM#P''-45 191.444 ACRES
F+s�ssa I BumeE.vvxe { cs�a I I ^-rT SURV>_YFlRM#100231.0
ROUND ROCK reA> #17a� PAGE 8 OF 8 PROJECT NO. 2173-2-001
W:4PROJECTS1TAYLOR-MORRISON•AVERY NORTMOWGZONINGITM-ZONING-AREA2,dwg (PAGE 8] July 08, 2013-1:07pm
NOTES:
1.
THE PROFESSIONAL SERVICES PROVIDED LEGEND:
PR
HEREWITH INCLUDE THE PREPARATION OF A DR DEED RECORDS OF WILLIAMSON
COUNTY, TEXAS
tro• ILUAMSON COUNTY
FIELD NOTE DESCRIPTION, OPR OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS
2.
THE BEARINGS FOR THIS SURVEY ARE BASED OR OFFICIAL RECORDS OF WILLIAMSON
ON THE NORTH AMERICAN DATUM OF 1983 RIX RMAGW FOUND MAG NAIL WITH WASHER
COUNTY, TEXAS
"r
NAD 83 (NA2001) EPOCH 2010.00, FROM THE HK HACKBERRY TREE
TEXAS COORDINATE SYSTEM ESTABLISHED
SITE 3.
FOR THE CENTRAL ZONE.
ADJOINERS ARE FOR INFORMATIONAL
x
PURPOSES ONLY.
-y Z
GRAPHIC SCALE
a 250' 500'
hi''kzs..
rccj
P.O.C.COUNTY ROM ?IV
1 inch = 500'
LOCATION MAP
WES IMHOM ROAD
FD. 34' I.R.
NOT
I.R. m N (VARIABLE WIDTH RIGHT OF WAY)
C2 N15'22'00"W
-TO -SCALE
S26O7'37*'
FD• 1" I.P.
4.89'
L1 L2 L3 L4 C1
N
S28.40'07"E
77.01' L5
A CALLED 3.01 ACRE TRACT
OWNER: TRIPLE
0.258 OF AN ACRE A CALLED 5.468 ACRE TRACT
PLAY
�. SPORTSPLEX L.P.
P.O.B.
DRAINAGE EASEMENT OWNER: WILLIAMSON COUNTY, TEXAS
OWNER: WILLIAMSON DOC. NO. 2014004559 (O.P.R.)
DOC. NO. 2005003974
ZONING EXHIBIT
COUNTY, TEXAS 0.194 OF AN ACRE
cY (O.P.R.)
DOC. NO. 2014004560 DRAINAGE EASEMENT
FOR
O (O.P.R.) OWNER: WILLIAMSON COUNTY, TEXASN
(tJ
A 89.025 ACRE, OR 3.877,948 SQUARE FEET
DOC. NO. 2014004560 (O.P.R.)
N
o h
CT OF LAND, A PORTION
MORE OR LESS, 41ACRET
CA144. ACT RECORDED
OFACALLED
ZONING EXHIBIT
IN DOCUMENT NO. RECORDS07 THE
OFFICIAL PUBLIC RECORDS 12 WILLIAMSON
r 89 025 ACRES
A CALLED 23.85 ACRE TRACT
W OWNER: TRIPLE PLAY SPORTSPLEX L.P.
COUNTY. TEXAS, AND A PORTION OF A
NO. 2005003974 (O.P.R.)
CALLED 4.8926 ACRE TRACT RECORDED IN
3 (3,877,948 SQUARE FEET MORE OR LESS)
p
DOCUMENT NO. 1996010694 OF THE OFFICIAL
A CALLED 144.41 ACRE TRACT
N
RECORDS OF WILLIAMSON COUNTY, TEXAS,
C4 OWNERS: JOHN S. AVERY SR. TRUSTEE
FD. I.R. (RPLS-2218
N
SITUATE IN THE JOSEPH MOTT. SURVEY NO.
DOC No. 2006112407
427. IN THE CITY OF ROUND ROCK, TEXAS,p
(O.P.R.)
.
WILLIAMSON COUNTY, TEXAS.
;0 rn
fn
A CALLED 38.069 ACRE TRACT Z �O��P� �0�4 ������
A CALLED 10.40 ACRE TRACT
OWNER: CITY OF GEORGETOWN 1
OWNER: TRIPLE PLAY SPORTSPLEX L.P.
VOL 1970, PG. 497 (O.P.R.)
1 FD. I.R. (8281) Q p 8710 (CT HOQ o 4277
DOC. NO. 2005003974 (O.P.R.)
BEDpP� .. 55 1711.38— — S68�57'�3»W _17� �.38k..,
S8
� FD. 14" I.R. .�, FD. Yt" I.R.
� A
t, ATCHJNP :TEE SHEET 2
A CALLED 144.41 ACRE TRACT
A CALLED 1162.08 ACRE
TRACT
OWNER: JOHN. S. AVERY TRUST
DOC No. 2006112407
OWNER: NELSON FAMILY
(O.P.R.)
PARTNERSHIP LTD.
DAWSON
Doc NO. (O.P.R.�24078
IdPAPE
ENGINEERS
APRIL 8, 2014
SHEET 1 OF 2
Cuppight.z 2014 P.p,.Iz,x.o. F.gi m 1. All R;gho R— 1.
REVISED: APRIL 10, 2014
JOB No.: 50803-00
Dote: Apr 10, 2014, 4:18pm Ueer ID: Vlurcher
Re. H. \survey\CIVIL\50803-00\Exhjblts\BS50803-00—RemOUD.dwg
p t
CO. Rn, V ILLIMMSON COUNTY
T U
f SMITE
- tao
� U
LOCATION MAP
UNE TABLE
LINE
BEARING
LENGTH.
L1
N69 -06-24"E
171.47'
L2
N72'32'24"E
300.54'
L3
N69'06'24"E
500.00'
L4
NW40'247E
300.54'
L5
N69'06'24'E
17.90'
L6
N58'1 3'09"E
215.35'
L7
S7 27'39"W
114.57'
L8
S75-17'1 3-W
7.68'
L9
S71'54'42"Vi
281.91'
1. THE PROFESSIONAL SERVICES PROVIDED
HEREWITH INCLUDE THE PREPARATION OF A
FIELD'NOtE DESCRIPTION.
2. THE BEARINGS FOR THIS SURVEY ARE !BASED
ON THE NORTH AMERICAN DATUM OF 1483
NAD 83 (NA2001) EPOCH 2010.00:, FROM THE
TEXAS COORDINATE SYSTEM ESTABLISHED
FOR THE CENTRAL BONE,
3. ADJOINERS ARE FOR INFORMATIONAL
PURPOSES ONLY.
LEGEND:
DR
OPR
OR
RIX RMAGW
HK
N 26'01'59" W
224.16'
A CALLED 38.069 ACRE TRACT
OWNER: CITY 'OF GEORGETOWN
VOL. 9970, PG, 497 (O.P.R:)\
DEED RECORDS OF WILLIAMSON
COUNTY, TEXAS
OFFICIAL PUBLIC,RECORDS OF
WILLIAMSON COUNTY. TEXAS
OFFICIAL RECORDS'OF WILLIM.ASON
COUNTY. TEXAS
FOUND MAG NAIL WIIH WASHER
HACKBERRY TREE
PAPE-DAWSON
r ENGINEERS
C.!p?r,pkk:' DrIJ P., r.11.:4.v+e fap��rrr.. tom. Al 4>G'r%it ,J
N 24.14'56" W
860.91'
N 23'36'09" N
425.51
CURVE TABLE
CURVE
RADIUS
DELTA,
CHORD BEARING
CHORD LENGTH
C1
4068.00'
10'53'19"
N63'39'54"E
771.93' 773.09'
C2
3932.00'
2'34'46"
N59'30'48"E
177.01' 177.02'
C3
11901.20'
7'21'53"
S24'16'08"E
1,528.72' 152937'
7ON1NG-liX11lur
FOR
A 39.025 AC'RF, OR 3.377,948 SQUARE FEET MORE. Olt LESS TRACT OF LAND. A WAPHIC SCALE
PORTION OF A CALL(;,])* 144.41 AC'RE.TRACT RECORDED IN I=UAIFNT. NO. 0',4: 5W
2011611,2407 OF Till: OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY.
TEXAS, AND A PORTION OF A CALLED 4,3926 ACRF TRAC T RFCORDI D IN
DOCUMENT NO. 1996010694 OF THF OFFICIAL RECORDS OF WILLIAMSON
C'OUN"Tl', TEXAS. SITUATE IN T1 IH JOSEPH MUTT, SURVEY NO. 427, IN In 1 Inch = 500'
CITY OF ROUND ROCK TEXAS WILL IANISON COUNTY TEXAS
THE REMAINING PORTION OF
A CALLED 28.76 ACRE TRACT
OWNER: RUBEN AND JOYCE
GREINERT
VOL 2711, PG. 151 ,(D.R.)
ZONING
N 89.025
(3,877,948 SQUARE
FD. 5/8' I.R.
A CALLED 4.8921
ACRE TRACT
OWNER: RUBEN
AND JOYCE
GREINERT
24' HK DOC No.
20"H 1996010894
L9 L8 L7
FD. I.R. (BAKER) .
-S26'24'48'E 18.23'
'RIX RMAGW BAKER AICKLEN
APRIL 8, 2014
REVISED: APRIL 10. 2014
EXHIBIT
ACRES
FEET MORE OR LESS)
A CALLED 61:733 ACRE, TRACT
OWNER: TAYLOR MORRISON OF TEXAS, INC,
DOC No. 2013115650
O.P.R.
JOSEPH NOTT SURWIEV
A o STRUC T MO. 427
Date: Apr 14 2014, 1*39pm User ID: VZurcher --- --
FRe: C. \Users\YZurchm\oppdota\locd\temp\AcPublish_4912\SS50803-00—Re�PUD.dwg
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U: J
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SHEET 2 OF 2
JOB No.: 50803-00
FD. JV 1.R.
FD; I.R.
(BRASS CAP AP
CALLED 144,41 ACRE TRACT
SOHPT-84,36)
OWNER: JOHN. S. AVERY TRUST
DOC No. 2006112407
n
(O.P.R.)
m
c
THE REMAINING PORTION OF
A CALLED 28.76 ACRE TRACT
OWNER: RUBEN AND JOYCE
GREINERT
VOL 2711, PG. 151 ,(D.R.)
ZONING
N 89.025
(3,877,948 SQUARE
FD. 5/8' I.R.
A CALLED 4.8921
ACRE TRACT
OWNER: RUBEN
AND JOYCE
GREINERT
24' HK DOC No.
20"H 1996010894
L9 L8 L7
FD. I.R. (BAKER) .
-S26'24'48'E 18.23'
'RIX RMAGW BAKER AICKLEN
APRIL 8, 2014
REVISED: APRIL 10. 2014
EXHIBIT
ACRES
FEET MORE OR LESS)
A CALLED 61:733 ACRE, TRACT
OWNER: TAYLOR MORRISON OF TEXAS, INC,
DOC No. 2013115650
O.P.R.
JOSEPH NOTT SURWIEV
A o STRUC T MO. 427
Date: Apr 14 2014, 1*39pm User ID: VZurcher --- --
FRe: C. \Users\YZurchm\oppdota\locd\temp\AcPublish_4912\SS50803-00—Re�PUD.dwg
M. 34" I.R.
U: J
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SHEET 2 OF 2
JOB No.: 50803-00
rjPAPE-DAWSON
ENGINEERS
LAND DEVELOPMENT ENVIRONMENTAL TRANSPORTATION WATER RESOURCES SURVEYING
FIELD NOTES
FOR
A 89.025 acre, or 3,877,948 square feet more or less, tract of land, a portion of a called 144.41
acre tract, conveyed to John S. Avery Sr. Trust, recorded in Document No. 2006112407 of the
Official Public Records of Williamson County, Texas, and a portion of a called 4.8926 acre tract,
conveyed to Ruben Greinert and Joyce Greinert, recorded in Document No. 1996010694 of the
Official Records of Williamson County, Texas, situate in the Joseph Mott Survey, Abstract No.
427, in the City of Round Rock, Texas, Williamson County, Texas. Said 89.025 acre tract being
more fully described as follows, with bearings based on the North American Datum of 1983 (NA
2011) epoch 2010.00, from the Texas Coordinate System established for the Central Zone:
COMMENCING: At a found 1/2" iron rod, the northwest corner of a called 5.468 acre tract,
conveyed to Williamson County, recorded in Document No. 2014004559 of
the Official Public Records of Williamson County, Texas, a point in the east
line of a called 38.069 acre tract recorded in Volume 1970, Page 497 of the
Official Public Records of Williamson County, Texas and a point in the
south right of way line of County Road 11I/Westinghouse Road, a variable
width right of way:
THENCE: S 28°07'37" E, along and with the west line of said called 5.468 acre tract
and the east line of said called 38.069 acre tract, a distance of 20.16 feet to a
found nail;
THENCE: S 28°40'07" E, along and with the west line of said called 5.468 acre tract
and the east line of said called 38.069 acre tract, a distance of 77.01 feet to a
calculated point, for the POINT OF BEGINNING of herein described tract;
THENCE: Departing the east line of said called 38.069 acre tract, along and with the
south line of said called 5.468 acre tract the following calls and distances:
N 69°06'24" E, a distance of 171.47 feet to a calculated point;
N 72°32'24" E, a distance of 300.54 feet to a calculated point;
N 69°06'24" E, a distance of 500.00 feet to a calculated point;
AUSTIN / SAN ANTONIO / HOUSTON 7800 Shoal Creek Blvd.. Suite 220 West Austin, Texas 78757
P 512.454.87x1 F 512.459.8867 www.pape-dawson.com
89.025 Acres
Job No. 50803-00
Page 2 of 4
N 65°40'24" E, a distance of 300.54 feet to a calculated point;
l
N 69°06'24" E, a distance of 17.90 feet to a calculated point;
Northeasterly, along a non -tangent curve to the left, said curve having a
radial bearing of N 20°53'27" W, a radius of 4,068.00 feet, a central angle of
10°53'19", a chord bearing and distance of N 63°39'54" E, 771.93 feet, an
arc length of 773.09 feet to a calculated point;
N 58°13'09" E, a distance of 215.35 feet to a calculated point;
THENCE: Northeasterly, along a non -tangent curve to the right, said curve having a
radial bearing of S 31°46'35" E, a radius of 3,932.00 feet, a central angle of
02°34'46", a chord bearing and distance of N 59°30'48" E, 177.01 feet, an
arc length of 177.02 feet to a calculated point, from which a found %2" iron
rod bears N 15°22'00" W, 4.89 feet, the northeast corner of said called 5.468
acre tract, the. northwest comer of a called 23.65 acre tract recorded in
Document No. 2005003974 of the Official Public Records of Williamson
County, Texas and a point in the south right of way line of the
aforementioned County Road 111;
THENCE: S 15°22'00" E, along and with the east line of said called 144.41 acre tract
and the west line of said called 23.65 acre tract, at a distance of 1052.55 feet
passing a found 1/2" iron rod, the southwest corner of said called 23.65 acre
tract and the northwest corner of a called 10.40 acre tract recorded in
Document No. 2005003974 of the Official Public Records of Williamson
County, Texas, continuing along and with the east line of said called 144.41
acre tract and the west line of said called 10.40 acre tract for a total distance
of 1556.52 feet to a found '/2" iron rod, the southwest corner of said called
10.40 acre tract;
THENCE: S 68°57'13" W, over and across said called 144.41 acre tract, a distance of
1711.38 feet to a calculated point;
PAPE-DAWSON
ENGINEERS
89.025 Acres
Job No. 50803-00
Page 3 of 4
THENCE: Southeasterly, along a non -tangent curve to the right, over and across said
called 144.41 acre tract, said curve having a radial bearing of
S 62°02'55" W, a radius of 11,901.20 feet, a central angle of 07°21'53", a
chord bearing and distance of S 24°16'08" E, 1,528.72 feet, at an arc length
of 1,088.77 passing the south line of said called 144.41 acre tract and the
north line of the aforementioned 4.8926 acre tract, continuing over and
across said called 4.8926 acre tract for a total arc length of 1,529.78 feet to a
calculated point, a point in the south line of said called 4.8926 acre tract and
a point in a north line of a called 61.733 acre tract recorded in Document
No. 2013115650 of the Official Records of Williamson County, Texas;
THENCE: Along and with the south line of said called 4.8926 acre tract and a north
line of said called 61.733 acre tract the following calls and distances:
S 70°27'39" W, a distance of 114.57 feet to a 24" Hackberry tree;
S 75°17'13" W, a distance of 7.68 feet to a 20" Hackberry tree;
THENCE: S 71'54'42" W, a distance of 281.91 feet to a found 1/2" iron rod with cap
marked "Baker-Aicklen", the southwest corner of said called 4.8926 acre
tract, a northwest corner of said called 61.733 acre tract and a point in the
east line of the aforementioned 38.069 acre tract, from which a found Mag
nail with Washer stamped "Baker-Aicklen" bears S 26°24'48" E, 18.23 feet;
THENCE: N 23°36'09" W, along and with the west line of said called 4.8926 acre tract
and the east line of said called 38.069 acre tract, a distance of 425.51 feet to
a found %" iron rod, the northwest corner of said called 4.8926 acre tract
and the southwest corner of said called 144.41 acre tract;
THENCE: Along and with the west line of said called 144.41 acre tract and the east
line of said called 38.069 acre tract the following calls and distances:
N 24'14'56" W, at a distance of 796.82 feet passing a found iron rod with
brass cap marked SDHPT-8436, continuing for a total distance of 860.91
feet to a found %2" iron rod;
N 26°01'59" W, a distance of 224.16 feet to a found bed post;
rdPAPE-DAWSON
ENGINEERS
89.025 Acres
Job No. 50803-00
Page 4 of 4
THENCE:. N 28°05'24" W, at a distance of 115.95 feet passing a found iron rod with
cap marked 8281, continuing for a total distance of 1,422.70 feet to the
POINT OF BEGINNING and containing 89.025 acres in the City of Round
Rock, Williamson County, Texas. Said tract being described in accordance
with an exhibit prepared under Job No. 50803-00 by Pape Dawson
Engineers, Inc.
PREPARED BY: Pape -Dawson Engineers, Inc.
DATE: April 8, 2014
REVISED: April 10, 2014
JOB No.: 50803-00
DOC.ID.: H:\survey\CNIL\50803-00\WORD\50803-00_RevPUD.docx
TBPE Firm Registration #470
TBPLS Firm Registration # 100288-00
PAPE-DAWSON
r ENGINEERS
N
EXHIBIT "B'°
Paiii- 01Wmispnccs_GIS''uUblilias_crork:pato+t.IAPSQ013INorlhoastRowdRockUu!ilies4p!ERouiiRocr.Ulil.mzd
EXHIBIT "C"
Northeast Round Rock
Water Capital Improvements Schedule
Project Name
Length (L.F.)
Proposed Hire
Design Engineer
Proposed
Bid Opening
Proposed
Construction Completion
University Blvd 36"
Design Engineer
Bid Opening Construction Completion
McNutt Creek C3
Phase 1
4,200
May -13
Dec -13
Oct- 14
36" WL Parcel 150
McNutt Creek C9
Phase 2
6,500
Jun -13
Jan -14
Oct- 14
Northeast Round Rock
Wastewater Capital Improvements Schedule
Proposed Hire
Proposed Proposed
Project Name
Length (L.F.)
Design Engineer
Bid Opening Construction Completion
McNutt Creek C3
36"
2,475
May -13
Dec -13 Oct- 14
McNutt Creek C9
24"
6,263
1 May -13
I Dec -13 I Oct- 14
0 800. 1200 1800
EXHIBIT D Scale , ,Zoo.
SEC Planning, LLC LAND
'7USE
�P/ /LEAN Note Date; March 12 2074
[andPlawinga.nrndxap.'A.tIdr W— CommervVflwdng UILV/'1 1 �'1 sr 7saE wrmp Tnwuoama'+.wmsmr rub ww wcvew'.,vs.a.tlaa wsda�c.:
AUSTIN, TE%As 8 to mapDl 9 ntlObb lrbmb si II b1a.19 mu1Bn All pUata
'ROUND, ROCK, TEXAS. an deo tobslae ea paimmn mne bA1e non dO
r�+ce•n� m�.�� Plbja0lb tbenge. TNSI911b p1a Is apWalln pato Bend 0086 aal
represent arty regleatmy apprmal. PUn Is mbJett b tbanga