HomeMy WebLinkAboutContract 63195,fl+Y�l0C•�:�C�i�U
MUNICIPAL SERVICES AGREEMENT
BETWEEN THE CITY OF FORT WORTH, TEXAS
AND
QUAIL VALLEY DEVCO VIA, LLC & QUAIL VALLEY DEVCO VIB, LLC
This Municipal Services Agreement ("Agreement") is entered into on 22nd day of
April , 2025 by and between the City of Fort Worth, Texas, a home -rule
municipality of the State of Texas, ("City") and QUAIL VALLEY DEVCO VIA, LLC &
OUAIL VALLEY DEVCO VIB, LLC ("Owners").
RECITALS
The parties agree that the following recitals are true and correct and form the basis
upon which the parties have entered into this Agreement.
WHEREAS, Section 43.0671 of the LGC permits the City to annex an area if each owner
of land in an area requests the annexation;
WHEREAS, where the City elects to annex such an area, the City is required to enter into
a written agreement with the property owner(s) that sets forth the City services to be provided for
the Property on or after the effective date of annexation (the "Effective Date");
WHEREAS, Owner owns certain parcels of land situated in PARKER County,
Texas, which consists of approximately 138.8 acres of land in the City's extraterritorial
jurisdiction, such property being more particularly described and set forth in Exhibit "A"
attached and incorporated herein by reference ("Property");
WHEREAS, Owner has filed a written request with the City for full -purpose annexation
of the Property, identified as Annexation Case No. AX-24-001 ("Annexation Case");
WHEREAS, City and Owner desire to set out the City services to be provided for the
Property on or after the effective date of annexation;
WHEREAS, the Annexation Case and execution of this Agreement are subject to approval
by the Fort Worth City Council; and
NOW THEREFORE, in exchange for the mutual covenants, conditions and promises
contained herein, City and Owner agree as follows:
1. PROPERTY. This Agreement is only applicable to the Property, which is the subject of the
Annexation Case.
2. INTENT. It is the intent of the City that this Agreement provide for the delivery of full,
available municipal services to the Property in accordance with state law, which may be
accomplished through any means permitted by law. For purposes of this Agreement, "full
OFFICIAL RECORD
CITY SECRETARY
Owner -Initiated Annexation Service Agreement FT. WORTH, TX 1 of 19
municipal services" means all services provided by the City within its full -purpose boundaries,
including water and wastewater services and excluding gas or electrical service.
3. MUNICIPAL SERVICES.
a. Commencing on the Effective Date, the City will provide the municipal services
set forth below. As used in this Agreement, "providing services" includes having
services provided by any method or means by which the City may extend municipal
services to any other area of the City, including the City's infrastructure extension
policies and developer or property owner participation in accordance with
applicable city ordinances, rules, regulations, and policies.
i. Fire — The City's Fire Department will provide emergency and fire protection
services comparable with the provision of services available in other parts of the
municipality with topography, land use and population density similar to the
level of service contemplated or projected in the area.
ii. Police — The City's Police Department will provide protection and law
enforcement services.
iii. Emer2encv Medical Services — The City's Fire Department and MedStar (or
other entity engaged by the City after the Effective Date) will provide emergency
medical services.
iv. Plannina and Zoning — The City's Development Services Department will
provide comprehensive planning, land development, land use, and building
review and inspection services in accordance with all applicable laws, rules,
and regulations.
v. Parks and Recreational Facilities — Residents of the Property will be permitted
to utilize all existing publicly -owned parks and recreational facilities and all such
facilities acquired or constructed after the Effective Date (including community
service facilities, libraries, swimming pools, etc.), throughout the City. Any
private parks, facilities, and buildings will be unaffected by the annexation;
provided, however, that the City will provide for maintenance and operation of
the same upon acceptance of legal title thereto by the City and appropriations
therefor. In the event the City acquires any other parks, facilities, or buildings
necessary for City services within the Property, the appropriate City department
will provide maintenance and operations of the same.
vi. Other Publicly Owned Buildino — Residents of the Property will be permitted
to use all other publicly owned buildings and facilities where the public is
granted access.
vii. Stormwater Utilitv Services — The Property will be included in the City's
Stormwater Utility service area and will be assessed a monthly fee based on the
amount of impervious surface. The fees will cover the direct and indirect costs
of stormwater management services.
viii. Roads and Streets (including Street h2htinO — The City's Transportation and
Public Works Department will maintain the public streets and streetlights over
which the City has jurisdiction. The City will provide regulatory signage
services in accordance with the City policies and procedures and applicable
laws.
ix. Water and Wastewater to Existing Structures — Occupied structures that are
Owner -Initiated Annexation Service Agreement 2 of 19
using water -well and on -site sewer facilities on the Effective Date may continue
to use the same. If a property owner desires to connect an existing structure to
the City water and sewer system, then the owner may request a connection and
receive up to 200 linear feet of water and sewer extension at the City's cost for
each occupied lot or tract in accordance with the City's "Policy for the
Installation of Community Facilities" and applicable law. Once connected to
the City's water and sanitary sewer mains, the water and sanitary sewage
service will be provided by the City at rates established by City ordinances for
such service.
x. Solid Waste Services — The City will provide solid waste collection services in
accordance with existing City ordinances and policies, except where prohibited
by law.
xi. Code Compliance — The City's Code Department will provide education,
enforcement, and abatement relating to code violations within the Property.
xii. Full Municipal Services — Commencing on the Effective Date, the City will
provide to the Property all services provided by the City within its full -purpose
boundaries and not otherwise listed above, except as provided in Section 3(b).
b. The City will provide water service and wastewater treatment service to developments
established after the Effective Date in accordance with, and on the schedule
determined by, the City's extension policies and applicable law and at rates
established by City ordinances for such services.
c. It is understood and agreed that the City is not required to provide a service that is
not included in this Agreement.
d. Owner understands and acknowledges that the City departments listed above may
change names or be re -organized by the City Manager. Any reference to a specific
department also includes any subsequent City department that will provide the same
or similar services.
4. SERVICE LEVEL. The City will provide the Property with a level of services, infrastructure,
and infrastructure maintenance that is comparable to the level of services, infrastructure, and
infrastructure maintenance available in other parts of the City with topography, land use, and
population density similar to those reasonably contemplated or projected for the Property.
5. AUTHORITY. City and Owner represent that they have full power, authority and legal right
to execute, deliver and perform their obligations pursuant to this Agreement. Owner
acknowledges that approval of the Annexation Case is within the sole jurisdiction of the City
Council. Nothing in this Agreement guarantees favorable decisions by the City Council.
6. SEVERABILITY. If any part, term, or provision of this Agreement is held by the courts to
be illegal, invalid, or otherwise unenforceable, such illegality, invalidity, or unenforceability
will not affect the validity of any other part, term or provision, and the rights of the parties will
be construed as if the part, term, or provision was never part of the Agreement.
7. INTERPRETATION. The parties to this Agreement covenant and agree that in any litigation
relating to this Agreement, the terms and conditions of the Agreement will be interpreted
Owner -Initiated Annexation Service Agreement 3 of 19
according to the laws of the State of Texas. The parties acknowledge that they are of equal
bargaining power and that each of them was represented by legal counsel in the negotiation
and drafting of this Agreement.
8. GOVERNING LAW AND VENUE. Venue shall be in the state courts located in Tarrant
County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division and construed in conformity with the provisions of Texas Local Government
Code Chapter 43.
9. NO WAIVER. The failure of either parry to insist upon the performance of any term or
provision of this Agreement or to exercise any right granted hereunder shall not constitute a
waiver of that parry's right to insist upon appropriate performance or to assert any such right
on any future occasion.
10. GOVERNMENTAL POWERS. It is understood that by execution of this Agreement, the
City does not waive or surrender any of its governmental powers or immunities.
11. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each
of which shall be deemed an original and constitute one and the same instrument.
12. CAPTIONS. The captions to the various clauses of this Agreement are for informational
purposes only and shall not alter the substance of the terms and conditions of this Agreement.
13. AGREEMENT BINDS AND BENEFITS SUCCESSORS AND RUNS WITH THE
LAND. This Agreement is binding on and inures to the benefit of the parties, their successors,
and assigns. The term of this Agreement constitutes covenants running with the land
comprising the Property, is binding on the Owner and the City, and is enforceable by any
current or future owner of any portion of the Property.
14. ENTIRE AGREEMENT. This Agreement constitutes the entire agreement between the
parties and supersedes all prior oral and written agreements between said parties. This
Agreement shall not be amended unless executed in writing by both parties.
Executed as of the day and year first above written to be effective on the effective date of
annexation of the Property.
Owner -Initiated Annexation Service Agreement 4 of 19
CITY OF FORT W TH
By:
Name: Jesica McEachern
Assistant City Manager
Approved as to Form and Legality:
�/
By: `"I V `'jj:w
Name: Melinda Ramos
Deputy City Attorney
Approvals:
M&C: By: 25-0318
Ordinance No. By: 27613-04-2025
By:
a"Ia le F�
Name: Derek R. Hull
Contract Manager
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v!`o •Id
By: dVo o:,
Name: Jannette Goodall d°aaII ..... q�
City Secretary
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Owner -Initiated Annexation Service Agreement 5 of 19
State of Texas §
County of Tarrant §
This instrument was acknowledged before me on the 29th day of April 1 2025, by
JeSica MCEachern , Assistant Citv Manager of the City of Fort Worth, a Texas municipal
corporation, on behalf of said corporation.
By. 2
Notary Public, State of Texas
pF1YP TIFFANY BACON
: Notary Public
*®* STATE OF TEXAS
�oF'Pg Notary I.D. 128261860
My Comm. Exp. Jan. 20, 2027
Owner -Initiated Annexation Service Agreement 6 of 19
QUAIL VALLEY DEVCO VIA, LLC
By.
s
Name: Seth Carpenter
Title: Vice President
State of Texas §
County of Dallas §
This instrument was acknowledged before me on the i(l+ day of fY-c,r v,
20 `N &", by Seth Carpenter, Vice President on behalf of Quail Vallev Devco VIA, LLC.
Notary Public, State of !�ZtS
CONNIE RENA SATTERWHITE
_ 0 Notary Public, State of Texas
N9+P Comm. Expires 11-20-2027
Notary ID 10365712
Owner -Initiated Annexation Service Agreement 7 of 19
QUAIL VALLEY DEVCO VIB, LLC
By:
l
Name: Seth Camenter
Title: Vice President
State of Texas
County of Dallas
This instrument was acknowledged before me on the 1 r day of
20 �,N by Seth Carpenter, Vice President on behalf of Ouail Vallev Devco VIB, LLC.
��
By.Pk,-s �:;"t 414, `o`"YP�., CONNIE RENA SATTERWHITE
/ Notary Public, State of Texas
Notary Public, State Of �111G f�^9} Comm. Expires 11-20 2027 _
Notary ID 10365712
Owner -Initiated Annexation Service Agreement 8 of 19
WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6
ANNEXATION BOUNDARY
LAND DESCRIPTION:
BEING a 138.8 acre tract of land situated in the Houston Tap & Brazoria Railroad Company
Survey, Abstract No. 654, the I & G.N. Railroad Company Survey, Abstract No. 1995, the I &
G.N. Railroad Company Survey, Abstract No. 1996 and the Heirs of C.H. Higbee Survey,
Abstract No. 2740 and being a portion of that certain tract of land described by Special Warranty
Deed to Walsh Ranches Limited Partnership, recorded in Volume 1699, Page 1765 of the Deed
Records of Parker County, Texas (D.R.P.C.T.) and Volume 12624, Page 92 of the Deed
Records of Tarrant County, Texas (D.R.T.C.T.) and being more particularly described by metes
and bounds as follows:
COMMENCING at a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the most
southeasterly corner of Lot 5-X, Block 74 of the Final Plat of Walsh Ranch - Quail Valley
Residential, an addition to the City of Fort Worth as recorded in Cabinet F, Slide 455 of the Plat
Records, Parker County, Texas (P.R.P.C.T.);
THENCE, along the southerly line of said Lot 5-X the following:
South 60 degrees 24 minutes 04 seconds West a distance of 213.44 feet to a 5/8 inch
iron rod found with plastic cap stamped "Huitt-Zollars";
South 29 degrees 35 minutes 56 seconds East a distance of 86.41 feet to a 5/8 inch iron
rod found with plastic cap stamped "Huitt-Zollars";
South 86 degrees 15 minutes 18 seconds West a distance of 97.49 feet to a 5/8 inch
iron rod found with plastic cap stamped "Huitt-Zollars";
North 64 degrees 00 minutes 23 seconds West a distance of 121.75 feet to a 5/8 inch
iron rod found with plastic cap stamped "Huitt-Zollars" at the POINT OF BEGINNING;
THENCE, over and across said Walsh Ranches Limited Partnership tract the following:
South 14 degrees 02 minutes 32 seconds East a distance of 331.31 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 10
degrees 03 minutes 12 seconds, a radius of 2,090.00 feet, and subtended by a 366.25
foot chord which bears North 86 degrees 26 minutes 04 seconds East;
Along said curve to the right an arc distance of 366.72 feet to a point for corner;
South 01 degrees 27 minutes 41 seconds West a distance of 288.59 feet to a point for
corner;
South 17 degrees 12 minutes 10 seconds East a distance of 168.09 feet to at the
beginning of a non -tangent curve to the left having a central angle of 04 degrees 41
minutes 33 seconds, a radius of 890.00 feet, and subtended by a 72.87 foot chord which
bears South 70 degrees 27 minutes 03 seconds West;
Along said curve to the left an arc distance of 72.89 feet to a point for corner;
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WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6
ANNEXATION BOUNDARY
South 21 degrees 53 minutes 43 seconds East a distance of 60.00 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 07
degrees 13 minutes 11 seconds, a radius of 1,815.00 feet, and subtended by a 228.55
foot chord which bears South 33 degrees 57 minutes 02 seconds East;
Along said curve to the left an arc distance of 228.70 feet to a point for corner;
North 50 degrees 09 minutes 24 seconds East a distance of 47.12 feet to a point for
corner;
South 39 degrees 20 minutes 07 seconds East a distance of 204.95 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 00
degrees 39 minutes 53 seconds, a radius of 2,520.00 feet, and subtended by a 29.24
foot chord which bears South 50 degrees 19 minutes 57 seconds West;
Along said curve to the left an arc distance of 29.24 feet to a point for corner at the
beginning of a compound curve to the left having a central angle of 21 degrees 15
minutes 53 seconds, a radius of 520.00 feet, and subtended by a 191.89 foot chord
which bears South 39 degrees 22 minutes 03 seconds West;
Along said curve to the left an arc distance of 192.99 feet to a point for corner;
South 16 degrees 17 minutes 44 seconds East a distance of 21.51 feet to a point for
corner;
South 60 degrees 30 minutes 00 seconds East a distance of 14.82 feet to a point for
corner;
South 29 degrees 30 minutes 00 seconds West a distance of 52.00 feet to a point for
corner;
North 60 degrees 30 minutes 00 seconds West a distance of 10.00 feet to a point for
corner;
South 69 degrees 59 minutes 59 seconds West a distance of 19.48 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 20
degrees 25 minutes 23 seconds, a radius of 520.00 feet, and subtended by a 184.37
foot chord which bears South 09 degrees 27 minutes 41 seconds West;
Along said curve to the left an arc distance of 185.35 feet to a point for corner;
South 00 degrees 45 minutes 00 seconds East a distance of 108.84 feet to a point for
corner;
South 46 degrees 15 minutes 00 seconds East a distance of 21.03 feet to a point for
corner;
North 88 degrees 15 minutes 00 seconds East a distance of 10.00 feet to a point for
corner;
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WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6
ANNEXATION BOUNDARY
South 01 degrees 45 minutes 00 seconds East a distance of 52.00 feet to a point for
corner;
South 88 degrees 15 minutes 00 seconds West a distance of 11.03 feet to a point for
corner;
South 44 degrees 23 minutes 58 seconds West a distance of 21.63 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 11
degrees 02 minutes 01 seconds, a radius of 1,030.00 feet, and subtended by a 198.04
foot chord which bears South 06 degrees 28 minutes 59 seconds West;
Along said curve to the right an arc distance of 198.35 feet to a point for corner;
South 12 degrees 00 minutes 00 seconds West a distance of 51.28 feet to a point for
corner;
South 35 degrees 30 minutes 00 seconds East a distance of 20.27 feet to a point for
corner;
South 83 degrees 00 minutes 00 seconds East a distance of 10.00 feet to a point for
corner;
South 07 degrees 00 minutes 00 seconds West a distance of 52.00 feet to a point for
corner;
North 83 degrees 00 minutes 00 seconds West a distance of 14.55 feet to a point for
corner;
South 54 degrees 30 minutes 00 seconds West a distance of 22.12 feet to a point for
corner;
South 12 degrees 00 minutes 00 seconds West a distance of 89.77 feet to a point for
corner at the beginning of a curve to the left having a central angle of 14 degrees 20
minutes 35 seconds, a radius of 495.00 feet, and subtended by a 123.59 foot chord
which bears South 04 degrees 49 minutes 43 seconds West;
Along said curve to the left an arc distance of 123.91 feet to a point for corner;
South 47 degrees 36 minutes 20 seconds East a distance of 21.44 feet to a point for
corner;
North 88 degrees 00 minutes 00 seconds East a distance of 14.64 feet to a point for
corner;
South 02 degrees 00 minutes 00 seconds East a distance of 52.00 feet to a point for
corner;
South 88 degrees 00 minutes 00 seconds West a distance of 10.00 feet to a point for
corner;
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WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6
ANNEXATION BOUNDARY
South 38 degrees 30 minutes 12 seconds West a distance of 19.48 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 00
degrees 08 minutes 19 seconds, a radius of 495.00 feet, and subtended by a 1.20 foot
chord which bears South 11 degrees 55 minutes 50 seconds East;
Along said curve to the left an arc distance of 1.20 feet to a point for corner;
South 12 degrees 00 minutes 00 seconds East a distance of 101.04 feet to a point for
corner at the beginning of a curve to the right having a central angle of 08 degrees 11
minutes 16 seconds, a radius of 830.00 feet, and subtended by a 118.51 foot chord
which bears South 07 degrees 54 minutes 22 seconds East;
Along said curve to the right an arc distance of 118.61 feet to a point for corner;
South 49 degrees 20 minutes 13 seconds East a distance of 20.82 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 00
degrees 14 minutes 45 seconds, a radius of 2,331.00 feet, and subtended by a 10.00
foot chord which bears North 84 degrees 18 minutes 49 seconds East;
Along said curve to the left an arc distance of 10.00 feet to a point for corner;
South 05 degrees 48 minutes 34 seconds East a distance of 52.00 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 00
degrees 20 minutes 46 seconds, a radius of 2,383.00 feet, and subtended by a 14.39
foot chord which bears South 84 degrees 21 minutes 49 seconds West;
Along said curve to the right an arc distance of 14.39 feet to a point for corner;
South 43 degrees 01 minutes 44 seconds West a distance of 22.40 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 02
degrees 08 minutes 29 seconds, a radius of 830.00 feet, and subtended by a 31.02 foot
chord which bears South 02 degrees 55 minutes 45 seconds West;
Along said curve to the right an arc distance of 31.02 feet to a point for corner;
South 04 degrees 00 minutes 00 seconds West a distance of 128.59 feet to a point for
corner at the beginning of a curve to the left having a central angle of 03 degrees 49
minutes 26 seconds, a radius of 970.00 feet, and subtended by a 64.73 foot chord which
bears South 02 degrees 05 minutes 17 seconds West;
Along said curve to the left an arc distance of 64.74 feet to a point for corner;
South 47 degrees 22 minutes 40 seconds East a distance of 20.42 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 00
degrees 13 minutes 03 seconds, a radius of 2,635.00 feet, and subtended by a 10.00
foot chord which bears North 85 degrees 14 minutes 22 seconds East;
Along said curve to the left an arc distance of 10.00 feet to a point for corner;
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WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6
ANNEXATION BOUNDARY
South 04 degrees 52 minutes 10 seconds East a distance of 52.00 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 00
degrees 15 minutes 51 seconds, a radius of 2,687.00 feet, and subtended by a 12.38
foot chord which bears South 85 degrees 15 minutes 46 seconds West;
Along said curve to the right an arc distance of 12.38 feet to a point for corner;
South 40 degrees 57 minutes 16 seconds West a distance of 21.36 feet to a point for
corner;
South 03 degrees 38 minutes 45 seconds East a distance of 233.01 feet to a point for
corner;
South 48 degrees 59 minutes 10 seconds East a distance of 14.06 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 00
degrees 11 minutes 40 seconds, a radius of 2,945.00 feet, and subtended by a 10.00
foot chord which bears North 85 degrees 28 minutes 44 seconds East;
Along said curve to the left an arc distance of 10.00 feet to a point for corner;
South 04 degrees 37 minutes 07 seconds East a distance of 110.00 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 02
degrees 37 minutes 07 seconds, a radius of 3,055.00 feet, and subtended by a 139.61
foot chord which bears South 86 degrees 41 minutes 27 seconds West;
Along said curve to the right an arc distance of 139.62 feet to a point for corner;
South 88 degrees 00 minutes 00 seconds West a distance of 100.00 feet to a point for
corner at the beginning of a curve to the right having a central angle of 24 degrees 45
minutes 00 seconds, a radius of 3,555.00 feet, and subtended by a 1,523.74 foot chord
which bears North 79 degrees 37 minutes 30 seconds West;
Along said curve to the right an arc distance of 1,535.65 feet to a point for corner;
North 67 degrees 15 minutes 00 seconds West a distance of 230.00 feet to a point for
corner at the beginning of a curve to the left having a central angle of 01 degrees 08
minutes 43 seconds, a radius of 4,345.00 feet, and subtended by a 86.86 foot chord
which bears North 67 degrees 49 minutes 22 seconds West;
Along said curve to the left an arc distance of 86.86 feet to a point for corner;
North 21 degrees 36 minutes 17 seconds East a distance of 110.00 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 00
degrees 06 minutes 05 seconds, a radius of 4,455.00 feet, and subtended by a 7.89 foot
chord which bears North 68 degrees 26 minutes 46 seconds West;
Along said curve to the left an arc distance of 7.89 feet to a point for corner;
North 24 degrees 01 minutes 38 seconds West a distance of 14.26 feet to a point for
corner;
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WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6
ANNEXATION BOUNDARY
North 20 degrees 30 minutes 00 seconds East a distance of 85.36 feet to a point for
corner at the beginning of a curve to the left having a central angle of 02 degrees 24
minutes 49 seconds, a radius of 491.00 feet, and subtended by a 20.68 foot chord which
bears North 19 degrees 17 minutes 35 seconds East;
Along said curve to the left an arc distance of 20.68 feet to a point for corner;
North 64 degrees 27 minutes 07 seconds East a distance of 13.65 feet to a point for
corner;
North 15 degrees 58 minutes 58 seconds East a distance of 16.07 feet to a point for
corner;
North 27 degrees 04 minutes 43 seconds West a distance of 14.97 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 09
degrees 40 minutes 54 seconds, a radius of 491.00 feet, and subtended by a 82.87 foot
chord which bears North 09 degrees 02 minutes 10 seconds East;
Along said curve to the left an arc distance of 82.97 feet to a point for corner at the
beginning of a reverse curve to the right having a central angle of 01 degrees 27 minutes
51 seconds, a radius of 429.00 feet, and subtended by a 10.96 foot chord which bears
North 04 degrees 55 minutes 39 seconds East;
Along said curve to the right an arc distance of 10.96 feet to a point for corner;
North 58 degrees 52 minutes 48 seconds East a distance of 18.38 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 00
degrees 01 minutes 20 seconds, a radius of 4,713.00 feet, and subtended by a 1.84 foot
chord which bears South 68 degrees 47 minutes 57 seconds East;
Along said curve to the right an arc distance of 1.84 feet to a point for corner;
North 21 degrees 12 minutes 43 seconds East a distance of 52.00 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 00
degrees 07 minutes 57 seconds, a radius of 4,765.00 feet, and subtended by a 11.02
foot chord which bears North 68 degrees 51 minutes 16 seconds West;
Along said curve to the left an arc distance of 11.02 feet to a point for corner;
North 26 degrees 38 minutes 50 seconds West a distance of 22.17 feet to a point for
corner;
North 69 degrees 30 minutes 00 seconds West a distance of 63.87 feet to a point for
corner;
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WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6
ANNEXATION BOUNDARY
South 67 degrees 38 minutes 50 seconds West a distance of 22.17 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 01
degrees 14 minutes 55 seconds, a radius of 4,765.00 feet, and subtended by a 103.84
foot chord which bears North 70 degrees 42 minutes 13 seconds West;
Along said curve to the left an arc distance of 103.84 feet to a point for corner;
North 20 degrees 30 minutes 00 seconds East a distance of 192.50 feet to a point for
corner;
North 07 degrees 33 minutes 35 seconds East a distance of 48.77 feet to a point for
corner;
North 09 degrees 53 minutes 20 seconds East a distance of 122.78 feet to a point for
corner;
North 01 degrees 35 minutes 32 seconds East a distance of 47.57 feet to a point for
corner;
North 06 degrees 42 minutes 16 seconds West a distance of 122.78 feet to a point for
corner ";
North 07 degrees 11 minutes 34 seconds West a distance of 61.35 feet to a point for
corner;
North 19 degrees 25 minutes 15 seconds West a distance of 59.65 feet to a point for
corner;
North 19 degrees 30 minutes 00 seconds West a distance of 210.00 feet to a point for
corner;
North 22 degrees 12 minutes 36 seconds West a distance of 74.19 feet to a point for
corner the beginning of a non -tangent curve to the right having a central angle of 02
degrees 42 minutes 36 seconds, a radius of 1,174.00 feet, and subtended by a 55.52
foot chord which bears North 69 degrees 08 minutes 42 seconds East;
Along said curve to the right an arc distance of 55.53 feet to a 5/8 inch iron rod set with
plastic cap stamped "Huitt-Zollars";
North 70 degrees 30 minutes 00 seconds East a distance of 54.00 feet to a point for
corner;
South 64 degrees 30 minutes 00 seconds East a distance of 21.21 feet to a point for
corner;
North 70 degrees 30 minutes 00 seconds East a distance of 62.00 feet to a point for
corner;
North 25 degrees 30 minutes 00 seconds East a distance of 21.21 feet to a point for
corner;
Page 7 of 10
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WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6
ANNEXATION BOUNDARY
North 19 degrees 30 minutes 00 seconds West a distance of 52.00 feet to a point for
corner;
North 64 degrees 30 minutes 00 seconds West a distance of 21.21 feet to a point for
corner;
North 19 degrees 30 minutes 00 seconds West a distance of 49.00 feet to a point for
corner at the beginning of a curve to the right having a central angle of 09 degrees 30
minutes 00 seconds, a radius of 969.00 feet, and subtended by a 160.48 foot chord
which bears North 14 degrees 45 minutes 00 seconds West;
Along said curve to the right an arc distance of 160.67 feet to a point for corner;
North 10 degrees 00 minutes 00 seconds West a distance of 100.00 feet to a point for
corner at the beginning of a curve to the right having a central angle of 10 degrees 00
minutes 00 seconds, a radius of 859.00 feet, and subtended by a 149.73 foot chord
which bears North 05 degrees 00 minutes 00 seconds West;
Along said curve to the right an arc distance of 149.92 feet to a point for corner;
North a distance of 408.39 feet to a point for corner at the beginning of a curve to the left
having a central angle of 08 degrees 47 minutes 31 seconds, a radius of 231.00 feet,
and subtended by a 35.41 foot chord which bears North 04 degrees 23 minutes 45
seconds West;
Along said curve to the right -left an arc distance of 35.45 feet to a point for corner on the
southerly line of the aforementioned Lot 5-X;
THENCE, along the southerly line of said Lot 5-X the following:
North 86 degrees 01 minutes 03 seconds East a distance of 509.34 feet to a point for
corner;
North 37 degrees 51 minutes 46 seconds East a distance of 546.41 feet to a point for
corner;
North 74 degrees 35 minutes 27 seconds East a distance of 615.28 feet to a point for
corner;
South 67 degrees 17 minutes 53 seconds East a distance of 117.08 feet to a point for
corner;
South 14 degrees 02 minutes 32 seconds East a distance of 31.12 feet to the POINT OF
BEGINNING, and containing 6,044,461 Square feet or 138.8 acres of land, more or less.
Page 8 of 10
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WALSH RANCH - QUAIL VALLEY - PLANNING AREA 6
ANNEXATION BOUNDARY
Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202),
North American Datum 1983 (2011). All distances are surface values and can be converted to
grid values by dividing by the combined scale factor of 1.00015539999.
Q F. For Huitt-Zollars, Inc.I•¢• MITCHELL SAMitchell S. Pi€lar, Registered Professional Land Surveyor '"r ' 549Texas Registration No. 5491 � ;>�?�-�SsHuitt-Zollars, Inc.
Firm Registration No. 10025500
5430 L.B.J. Freeway, Suite 1500
Dallas, Texas 75240
Date: February 5, 2024
Page 9 of 10
C:\Users\pi1Iar\Dacuments\WR PA5-Annex Bndy LGL.docx
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Registered Professional Land Surveyor
Texas Registration No. 5491
Huitt-Zollars, Inc.
T9PELS Firm Registration No. 10025600
5430 LBJ Freeway, Suite 1500
Dallas, Texas 75240
(214)871.3311
oillarAhuitt-zollars.cam Date: February 5, 2024
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CITY OF FORT WORTH ANNEXATION
138.8 ACRES
Hauslon Tap & Bramoa Rained Company Survey, Abstract No.654
1 d G.H. Rairoed C=Rny Survey, Abstract No-1995
1 B G.H. Railroad Company Survey. Abstract Ne.1996
Heirs of C.H. Higbee Survey, Abstract No.2740
PARKER COUNTY, TEXAS
BASIS OF BEARING:
Bearings are based ou the Texas State Plane
Coordinate System, No* CE ilral Zone 14202j
North American Datum M3 (2011)
HZ PROJECT NO.: R303061.56
DATE: February 5, 2024
SHEET 10 OF 10
City of Fort Worth, Texas
Mayor and Council Communication
DATE: 04/22/25 M&C FILE NUMBER: M&C 25-0318
LOG NAME: 06AX-24-001 WALSH RANCH PA6, OWNER -INITIATED
SUBJECT
(Future CD 3) Conduct Public Hearing, Authorize Execution of Municipal Services Agreement and Consider Adopting Ordinance for the Proposed
Owner -Initiated Annexation of Approximately 138.8 Acres of Land in Parker County Known as Walsh Ranch PA6, Located within the Walsh Ranch
Limited Purpose Annexation, North of Interstate Highway 20, South of Old Weatherford Road and West of Walsh Ranch Parkway in the Far West
Planning Sector, AX-24-001
(PUBLIC HEARING - a. Report of City Staff: Derek Hull; b. Public Comment; c. Council Action: Close Public Hearing and Act on M&C)
RECOMMENDATION:
It is recommended that the City Council:
1. Conduct public hearing for the proposed owner -initiated annexation of approximately 138.8 acres of land in Parker County located within the
Walsh Ranch Limited Purpose Annexation, north of Interstate Highway 20, south of Old Weatherford Road and west of Walsh Ranch
Parkway, as shown on Exhibit A;
2. Authorize execution of Municipal Services Agreement between the City and property owners, Quail Valley DEVCO, VIA, LLC and Quail
Valley DEVCO VIB, LLC; and
3. Adopt ordinance annexing AX-24-001 for full purposes.
DISCUSSION:
On February 6, 2024, representatives for the property owner, Quail Valley DEVCO, VIA, LLC and Quail Valley DEVCO VIB, LLC, submitted a
request for full -purpose annexation of the property shown on Exhibit A into the City of Fort Worth. The subject property is located entirely in that
portion of the City's extraterritorial jurisdiction which is in Parker County. The site is located within the Walsh Ranch Limited Purpose Annexation
(AX-13-002), north of Interstate Highway 20 and south of Old Weatherford Road and west of Walsh Ranch Parkway. The owner -initiated
annexation, which is approximately 138.8 acres, is consistent with the urban development annexation criteria as established by the City's
Annexation Policy. The subject area is currently agricultural land and the property owner's proposal of residential type development is consistent
with the future land use map of the 2023 Comprehensive Plan.
The related Limited -Purpose annexation case (AX-13-002) was approved by City Council on May 14, 2013. On June 21, 2016 City Council
approved ZC-16-115, to be zoned as "PD/LDR" for single family uses in "A-43" thru "R-2" as listed in exhibit A, with a maximum of 14,785
dwelling units is permitted in districts 1, 4, 11 & 12 in accordance with Ordinance#13896, as amended, or the Walsh Ranch Standards CC#
28585. AX-24-001 is also related to Concept Plan case CP-17-005 (on file as of November 20, 2017) and Preliminary Plat case PP-24-007
(submitted on February 5, 2024).
The Concept Plan and Preliminary Plat were approved by the City Plan Commission. According to the Walsh Ranch development agreement
(City Secretary Contract No. 28585), the Owner shall submit preliminary subdivision plats and requests for full -purpose annexation pursuant to the
procedure for development of the property.
Subchapter C-3 of Chapter 43 of the Texas Local Government Code (LGC) provides for the process of annexation of an area upon a request of
an owner of land. Section 43.0672 of the LGC requires a municipality that elects to annex an area upon the request of an owner first negotiate
and enter into a written agreement with the owners of land in the area for the provision of municipal services.
The agreement must include:
1. A list of each service the municipality will provide on the effective date of the annexation; and
2. A schedule that includes the period within which the municipality will provide each service that is not provided on the effective date of the
annexation.
The municipal services agreement includes these provisions in accordance with state law.
Emergency services, including Police and Fire will be provided by the City. Emergency medical services will be provided by the Fire Department
and MedStar.
The site proposed for annexation is located fully within the City of Fort Worth's Certificate of Convenience and Necessity (CCN) which grants the
City exclusive rights to provide retail water and/or sewer utility service. The site is also within the 20-Year Planned Service area as identified in the
2023 Comprehensive Plan.
The proposed uses were considered while assessing the financial impact to the General Fund. A Fiscal Impact Analysis was prepared by the
Fort Worth Lab Planning Division with the assistance of other City Departments. Annual impacts on the General Fund are expected to be
negative following annexation, within the first five years based on the information provided by City departments and the developer. The overall
development will continue to produce revenue after year ten, sufficient to cover currently forecast expenditures over the span of forty years. Staff
has determined that the City is able to provide municipal services upon annexation in accordance with State law, without negatively impacting
service provision within the City. Annexation for full -purposes of Walsh Ranch PA6 (AX-24-001) is thus consistent with the City's annexation
policy. Staff recommends approval of the requested owner -initiated annexation, AX-24-001.
The City Council will conduct a public hearing on the proposed annexation. The public hearing is an opportunity for persons interested in the
annexation to be heard. Once the City Council has conducted the required public hearing, Council may close the hearing and vote on annexing
AX- 24-001 for full purposes.
Upon annexation, this property will become part of COUNCIL DISTRICT 3.
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that based upon approval of the above recommendations and adoption of the attached ordinance, the annexation
will have a long-term positive impact to the General Fund.
Submitted for Citv Manaaer's Office bv: Jesica McEachern 5804
Oriainatina Business Unit Head: D.J. Harrell 8032
Additional Information Contact: Derek Hull 2412
Leo Valencia 2497
Expedited