HomeMy WebLinkAboutOrdinance 27612-04-2025ORDINANCE NO.27612-04-2025
AN ORDINANCE DECLARING CERTAIN FINDINGS; PROVIDING
FOR THE EXTENSION OF CERTAIN BOUNDARY LIMITS OF THE
CITY OF FORT WORTH; PROVIDING FOR FULL -PURPOSE
ANNEXATION OF A CERTAIN 238.8 ACRES, MORE OR LESS, OUT
OF LAND SITUATED IN THE HOUSTON TAP & BRAZORIA
RAILROAD COMPANY SURVEY, ABSTRACT NO. 647, THE G.E. &
AH TANDY SURVEY, ABSTRACT NO. 2356, THE I & G.N.
RAILROAD COMPANY SURVEY, ABSTRACT NO. 1995 AND THE I
& G.N. RAILROAD COMPANY SURVEY, ABSTRACT NO.1996, 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, AND
APPROXIMATELY 24.85 ACREAS OF ROAD IN THE HOUSTON
TAP & BRAZORIA RAILROAD COMPANY SURVEY, ABSTRACT
NO. 647 AND THE I & G.N. RAILROAD COMPANY SURVEY,
ABSTRACT NO.1995, AND BEING PORTIONS OF THOSE CERTAIN
TRACTS OF LAND DESCRIBED BY DEED TO THE STATE OF
TEXAS, RECORDED IN VOLUME 172, PAGE 560, VOLUME 1113,
PAGE 924 AND VOLUME 1152, PAGE 1055 OF THE DEED RECORDS
OF PARKER COUNTY, TEXAS, (CASE NO. AX-23-009) WHICH SAID
TERRITORY LIES ADJACENT TO AND ADJOINS THE PRESENT
CORPORATE BOUNDARY LIMITS OF FORT WORTH, TEXAS;
PROVIDING THAT THIS ORDINANCE SHALL AMEND EVERY
PRIOR ORDINANCE IN CONFLICT HEREWITH; PROVIDING
THAT THIS ORDINANCE SHALL BE CUMULATIVE OF ALL PRIOR
ORDINANCES NOT IN DIRECT CONFLICT; PROVIDING FOR
SEVERABILITY; AND NAMING AN EFFECTIVE DATE.
WHEREAS, the City of Fort Worth ("City") has received a petition in writing from
Quail Valley Devco V, LLC ("Owner"), requesting the full -purpose annexation of 238.8 acres
of land as described in Section 1, below (the "Property"); and
WHEREAS, the hereinafter described Property is in the City's exclusive
extraterritorial jurisdiction and is adjacent to and adjoins the City; and
WHEREAS, Subchapter C-3 of the Texas Local Government Code permits the City
to annex an area if each owner of land in an area requests the annexation; and
WHEREAS, in accordance with Subchapter C-3 of Chapter 43 of the Texas Local
Government Code, the City section 43.0672 of the Texas Local Government Code, the Owners
and the City negotiated and entered into a written agreement, City Secretary Contract No.
1�3lam, for the provisions of municipal services in the area; and
WHEREAS, the Property abuts 24.85 acres of county roads and railway rights -of -way;
and
WHEREAS, in accordance with Section 43.1056 of the Texas Local Government
Code, the City may also annex with the Property the right of way of a street, highway, alley or
other public way or of a railway line, spur, or roadbed that is contiguous to the area being
annexed and written notice has been provided not later than the 615t day before the date of
annexation and no written object has been received before the date of the annexation; and
WHEREAS, the City conducted one public hearing at which members of the public
who wished to present testimony or evidence regarding the Municipal Service Agreement and
Full -Purpose Annexation were given the opportunity to do so, in accordance with the
procedural requirements of Section 43.0673 of the Local Government Code on. April 8, 2025,
at 6:00 p.m., at the City Council Chamber; and square footage in the descriptions
WHEREAS, the City Council finds and determines that annexation of the Property
hereinafter described is in the best interest of the citizens of the City of Fort Worth and the
owners and residents of the area.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE
CITY OF FORT WORTH, TEXAS:
SECTION 1.
That all portions of the Property, comprising approximately 238.8 acres of land, are
hereby annexed to the City of Fort Worth as a part of the city for all municipal purposes, and
the city limits are extended to include such Property being all that certain land particularly
described below:
BEING a 23 8.8 acre tract of land situated in the Houston Tap & Brazoria Railroad Company
Survey, Abstract No. 647, the G.E. & AH Tandy Survey, Abstract No. 2356, the I & G.N.
Railroad Company Survey, Abstract No. 1995 and the I & G.N. Railroad Company Survey,
Abstract No. 1996, 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 with plastic cap stamped "DUNAWAY" found on the
southerly line of said Walsh Ranches Limited Partnership tract, said point being in the north
right-of-way line of Interstate Highway 20 Frontage Road (variable width right-of-way) as
recorded under Volume 584, Page 742 (D.R.P.C.T.), said point also being in a curve to the
right having a central angle of 02 degrees 16 minutes 20 seconds, a radius of 5,815.38 feet, and
being subtended by a 230.62 foot chord which bears South 69 degrees 55 minutes 41 seconds
East;
THENCE with the common south line of said Walsh Ranches Limited Partnership tract, the
north line of said Interstate Highway 20 Frontage Road, and said curve to the right, passing at
an are distance of 155.53 feet, the most southerly west corner of a tract of land described by
Special Warranty Deed to Quail Valley Devco VLO, LLC, recorded in Document No.
Ordinance No.27612-04-2025
202148529 of the Official Public Records of Parker County, Texas (O.P.R.P.C.T.), and
continuing for a total arc distance of 230.64 to a 5/8 inch iron rod with plastic cap stamped
"Huitt-Zollars" found for the POINT OF BEGINNING of the herein described tract, same
being the most southerly east corner of said Quail Valley Devco VLO tract;
THENCE departing said common line and with an easterly line of said Quail Valley Devco
VLO tract the following courses:
North 24 degrees 52 minutes 59 seconds West, a distance of 28.77 feet, to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
North 19 degrees 07 minutes 27 seconds East a distance of 180.05 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found at the beginning of a curve to
the right having a central angle of 21 degrees 14 minutes 03 seconds, a radius of 566.50
feet, and being subtended by a 208.75 foot chord which bears North 29 degrees 44
minutes 29 seconds East;
with said curve to the right, an are distance of 209.95 feet to a 5/8 inch iron rod with
plastic cap stamped "Huitt-ZolIars" found;
North 40 degrees 21 minutes 30 seconds East a distance of 937.55 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found at the beginning of a curve to
the left having a central angle of 36 degrees 36 minutes 28 seconds, a radius of 1,005.00
feet, and being subtended by a 631.25 foot chord which bears North 22 degrees 03
minutes 16 seconds East;
with said curve to the left, an arc distance of 642.12 feet to a 5/8 inch iron rod with
plastic cap stamped "Huitt-Zollars" found;
North 03 degrees 45 minutes 02 seconds East, a distance of 330.01 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found for an interior ell corner of said
Quail Valley Devco VLO tract, same being the most northerly east corner of the herein
described tract;
THENCE with a southerly line of said Quail Valley Devco VLO tract, the following courses:
North 90 degrees 00 minutes 00 seconds East, a distance of 540.09 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt Zollars" found;
North 30 degrees 00 minutes 00 seconds East, a distance of 200.00 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" set;
North 90 degrees 00 minutes 00 seconds East, a distance of 615.00 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found, same being a common
southeasterly corner of said Quail Valley Devco VLO tract and the southwest corner
of the Final Plat of Walsh Ranch -Quail Valley, an addition to Parker County, Texas as
recorded in Cabinet E, SIide 488 and Document No. 202006529 (O.P.R.P.C.T.);
Ordinance No. 27612-04-2025
THENCE with the south line of said Walsh Ranch -Quail Valley Final Plat, the following
courses:
South 82 degrees 36 minutes 00 seconds East, a distance of 595.49 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
North 15 degrees 00 minutes 00 seconds East, a distance of 122.79 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
South 89 degrees 57 minutes 18 seconds East, a distance of 356.47 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
South 50 degrees 52 minutes 58 seconds East, a distance of 606.38 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
South 80 degrees 31 minutes 43 seconds East a distance of 636.55 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
North 86 degrees 01 minutes 03 seconds East, a distance of 280.26 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 08
degrees 47 minutes 31 seconds, a radius of 231.00 feet, and being subtended by a 35.41
foot chord which bears South 04 degrees 23 minutes 45 seconds East;
THENCE departing said south line and over and across said Walsh Ranches Limited
Partnership tract the following courses:
with said curve to the right, an are distance of 35.45 feet to a point for corner;
South 00 degrees 00 minutes 00 seconds West, 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 10 degrees 00
minutes 00 seconds, a radius of 859.00 feet, and being subtended by a 149.73 foot
chord which bears South 05 degrees 00 minutes 00 seconds East;
with said curve to the left, an are distance of 149.92 feet to a point for corner;
South 10 degrees 00 minutes 00 seconds East a distance of 100.00 feet to a point for
corner at the beginning of a curve to the left 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 South 14 degrees 45 minutes 00 seconds East;
with said curve to the left, an are distance of 160.67 feet to a point for corner;
South 19 degrees 30 minutes 00 seconds East a distance of 49.00 feet to a point for
corner;
South 64 degrees 30 minutes 00 seconds East a distance of 21.21 feet to a point for
comer;
Ordinance No. 27612-04-2025
South 19 degrees 30 minutes 00 seconds East a distance of 52.00 feet to a point for
comer;
South 25 degrees 30 minutes 00 seconds West a distance of 21.21 feet to a point for
corner;
South 70 degrees 30 minutes 00 seconds West a distance of 62.00 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;
South 70 degrees 30 minutes 00 seconds West a distance of 54.00 feet to a point for
corner at beginning of a curve to the left having a central angle of 02 degrees 42 minutes
3 6 seconds, a radius of 1,174.00 feet, and being subtended by a 55.52 foot chord which
bears South 69 degrees 08 minutes 42 seconds West;
with said curve to the left, an are distance of 55.53 feet to a point for corner;
South 22 degrees 12 minutes 36 seconds East a distance of 74.19 feet to a point for
comer;
South 19 degrees 30 minutes 00 seconds East a distance of 210.00 feet to a point for
corner;
South 19 degrees 25 minutes 15 seconds East a distance of 59.65 feet to a point for
corner;
South 07 degrees 11 minutes 34 seconds East a distance of 61.35 feet to a point for
corner;
South 06 degrees 42 minutes 16 seconds East a distance of 122.78 feet to a point for
comer;
South 01 degrees 35 minutes 32 seconds West a distance of 47.57 feet to a point for
corner;
South 09 degrees 53 minutes 20 seconds West a distance of 122.78 feet to a point for
comer;
South 07 degrees 33 minutes 35 seconds West a distance of 48.77 feet to a point for
comer;
South 20 degrees 30 minutes 00 seconds West a distance of 192.50 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 01
degrees 14 minutes 55 seconds, a radius of 4,765.00 feet, and being subtended by a
103.84 foot chord which bears South 70 degrees 42 minutes 13 seconds East;
with said curve to the right, an are distance of 103.84 feet to a point for comer;
Ordinance No. 27612-04-2025
North 67 degrees 38 minutes 50 seconds East a distance of 22.17 feet to a point for
corner;
South 69 degrees 30 minutes 00 seconds East a distance of 63.87 feet to a point for
corner;
South 26 degrees 38 minutes 50 seconds East a distance of 22.17 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 00
degrees 07 minutes 57 seconds, a radius of 4,765.00 feet, and being subtended by a
11.02 foot chord which bears South 68 degrees 51 minutes 16 seconds East;
with said curve to the right, an arc.distance of 11.02 feet to a point for corner;
South 21 degrees 12 minutes 43 seconds West a distance of 52.00 feet to a point for
comer at the beginning of a non -tangent curve to the left having a central angle of 00
degrees 01 minutes 21 seconds, a radius of 4,713.00 feet, and being subtended by a
1.84 foot chord which bears North 68 degrees 47 minutes 57 seconds West;
with said curve to the left, an arc distance of 1.84 feet to a point for corner;
South 58 degrees 52 minutes 48 seconds West a distance of 18.38 feet to a point for
comer at the beginning of a non -tangent curve to the left having a central angle of 01
degrees 27 minutes 51 seconds, a radius of 429.00 feet, and being subtended by a 10.96
foot chord which bears South 04 degrees 55 minutes 39 seconds West;
with said curve to the Ieft, an are distance of 10.96 feet to a point for comer at the
beginning of a reverse curve to the right having a central angle of 09 degrees 40 minutes
54 seconds, a radius of 491.00 feet, and being subtended by an 82.87 foot chord which
bears South 09 degrees 02 minutes 10 seconds West;
with said curve to the right an are distance of 82.97 feet to a point for corner;
South 27 degrees 04 minutes 43 seconds East a distance of 14.97 feet to a point for.
comer;
South 15 degrees 58 minutes 58 seconds West a distance of 16.07 feet to a point for
comer;
South 64 degrees 27 minutes 07 seconds West a distance of 13.65 feet to a point for
comer at the beginning of a non -tangent curve to the right having a central angle of 02
degrees 24 minutes 49 seconds, a radius of 491.00 feet, and being subtended by a 20.68
foot chord which bears South 19 degrees 17 minutes 35 seconds West;
with said curve to the right, an arc distance of 20.68 feet to a point for corner;
South 20 degrees 30 minutes 00 seconds West a distance of 85.36 feet to a point for
corner;
Ordinance No. 27612-04-2025
South 24 degrees 01 minutes 38 seconds East a distance of 14.26 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 00
degrees 06 minutes 05 seconds, a radius of 4,455.00 feet, and being subtended by a
7.89 foot chord which bears South 68 degrees 26 minutes 46 seconds East;
with said curve to the right, an arc distance of 7.89 feet to a point for corner;
South 21 degrees 36 minutes 17 seconds West 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 21
degrees 36 minutes 17 seconds, a radius of 4,345.00 feet, and being subtended by a
1,628.69 foot chord which bears North 79 degrees I I minutes 52 seconds West;
with said curve to the left, an arc distance of 1,638.38 feet to a point for corner;
North 90 degrees 00 minutes 00 seconds West a distance of 150.00 feet to a point for
corner at the beginning of a curve to the right having a central angle of 06 degrees 23
minutes 35 seconds, a radius of 2,455.00 feet, and being subtended by a 273.79 foot
chord which bears North 86 degrees 48 minutes 12 seconds West;
with said curve to the right, an are distance of 273.93 feet to a point for corner;
South 51 degrees 55 minutes 48 seconds West a distance of 14.25 feet to a point for
comer;
South 07 degrees 21 minutes 00 seconds West a distance of 221.35 feet to a point for
corner at the beginning of a curve to the left having a central angle of 43 degrees 20
minutes 30 seconds, a radius of 25.00 feet, and being subtended by an 18.46 foot chord
which bears South 14 degrees 19 minutes 15 seconds East;
with said curve to the left, an arc distance of 18.91 feet to a point for comer at the
beginning of a reverse curve to the right having a central angle of 182 degrees 27
minutes 50 seconds, a radius of 52.00 feet, and being subtended by a 103.98 foot chord
which bears South 55 degrees 14 minutes 25 seconds West;
with said curve to the right -left an arc distance of 165.60 feet to a point for corner;
South 08 degrees 47 minutes 10 seconds West a distance of 264.49 feet to a point for
corner in the common south line of said Walsh Ranches Limited Partnership tract and
the north line of said Interstate Highway 20 Frontage Road;
THENCE with said common line the following courses:
North 78 degrees 57 minutes 26 seconds West a distance of 111.74 feet to a 3-inch
Brass Monument stamped "TxDOT" found at the beginning of a curve to the right
having a central angle of 10 degrees 27 minutes 29 seconds, a radius of 5,693.90 feet,
and being subtended by a 1,037.85 foot chord which bears North 73 degrees 43 minutes
41 seconds West;
Ordinance No. 27612-04-2025
with said curve to the right, an arc distance of 1,039.29 feet to a 3-inch Brass Monument
stamped "TxDOT" found;
THENCE North 67 degrees 25 minutes 24 seconds West a distance of 1,369.53 feet to
a 5/8 inch iron rod with plastic cap stamped "DUNAWAY" found at the beginning of
a curve to the left having a central angle of 01 degrees 22 minutes 07 seconds, a radius
of 5,815.38 feet, and being subtended by a 138.91 foot chord which bears North 68
degrees 06 minutes 27 seconds West;
THENCE with said curve to the left, an are distance of 138.92 feet to the POINT OF
BEGLWUNG, and containing 10,401,296 Square feet or 23 8.8 acres of land, more or Iess.
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 1.0001553 9999.
SECTION 2.
The above, described territory is shown on Map Exhibit A attached hereto and
expressly incorporated herein by reference for the purpose of depicting the location of the
hereinabove described territory.
SECTION 3.
That all portions of the roads and railway rights -of -way, collectively comprising
approximately 24.85 acres of land, are hereby annexed to the City of Fort Worth as a part of
the city for all municipal purposes, and the city limits are extended to include such roads and
railway rights -of -way being all that certain land particularly described below and depicted as
on Exhibits `B" and "C" attached to and incorporated in this ordinance for all purposes.
SECTION 4.
That the above described territory in sections 1 through 3 are hereby annexed shall be
part of the City of Fort Worth, Texas, and the property so added hereby shall bear its pro rata
part of the taxes levied by the City of Fort Worth, Texas, and the inhabitants thereof shall be
entitled to all of the rights and privileges of all the citizens in accordance with the Municipal
Services Agreement and shall be bound by the acts, ordinances, resolutions and regulations of
the City of Fort Worth, Texas.
SECTION 5.
That the Municipal Services Agreement attached hereto as Exhibit "D" is approved and
incorporated into this ordinance for all purposes.
Ordinance No. 27612-04-2025
SECTION 6.
CUMULATIVE CLAUSE
This ordinance amends every prior ordinance in conflict herewith, but as to all other
ordinances or sections of ordinances not in direct conflict, this ordinance shall be, and the same
is hereby made cumulative.
SECTION 7.
SEVERABILITY LAUSE
It is hereby declared to be the intent of the City Council that the sections, paragraphs,
sentences, clauses and phrases of this ordinance are severable, and if any phrase, clause,
sentence, paragraph or section of this ordinance shall be declared unconstitutional by the valid
judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not
affect any of the remaining phrases, clauses, sentences, paragraphs and sections of this
ordinance, since the same would have been enacted by the City Council without the
incorporation in this ordinance of any unconstitutional phrase, clause, sentence, paragraph or
section.
SECTION 8.
SAVING CLAUSE
The City Council hereby declares it to be its purpose to annex to the City of Fort Worth
every part of the area described in Section 1 of this ordinance, regardless of whether any part
of such described area is hereby not effectively annexed to the City. Should this ordinance for
any reason be ineffective as to any part or parts of the area hereby annexed to the City of Fort
Worth for full purposes, the ineffectiveness of this ordinance as to any such part or parts shall
not affect the effectiveness of this ordinance as to the remainder of such area.
SECTION 9.
EFFECTIVE DATE
This ordinance shall be in full force and effect upon adoption.
APPROVED AS TO FIDUA AND LEGALITY:
6r 4 4 MLJ6
Melinda amos Jannette S. Goodall
Deputy City Attorney City Secretary
ADOPTED AND EFFECTIVE: April 22, 2025
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PARKER COUNTY, TEXAS
"ET B i1F 6
Exhibit B
Roads and Rights -of -Way
WALSH RANCH - QUAIL VALLEY. PLANNING AREA 5
TXDOTANNE(ATION BOUNDARY
LAND DESCRIPTION:
BEING a 24.85-acre tract of land situated in the Houston Tap & Brazorla Railroad Company
Survey, Abstract No. 647 and the 1 & G.N. Railroad CompanySurvey, Abstract No. 1995, and
being portions of those certain tracts of land described by Deed to the State of Texas, recorded
in Volume 172, Page 56% Volume 1113, Page 924 and Volume 1152, Page 1055 of the Deed
Records of Parker County, Texas (D.R.P.C.T.) and teeing more particularly described by metes
and bounds as follows:
COMMENCING at a 518•inch iron rod with plastic cap stamped'DUNAWAY' found on the
southerly line of a called 5.157-acre tract of land described by Deed to the State of Texas,
recorded in Document No. 202429751 of the Official Public Records of Parker County, Texas
(O.P.R.P.C.T.), said point being in the north right-of-way line of Interstate Highway 20 Frontage
Road (variable width right-of-way), as recorded under Volume 172, Page 560 (D.R.P.C.T.), from
which a SWInch Iron rod with plastic cap stamped "DUNAWAY" found in the north tine of said
Interstate Highway 20 Frontage Road and being the beginning of a curve to the left having a
central angle of 3 degrees 38 minutes 25 seconds, a radius of 6,815.38 feet, and being
subtended by a 369.42 foot chord, bears North 69 degrees 14 minutes 37 seconds West, an arc
distance of 369.48 feet;
THENCE South 67 degrees 25 minutes 24 seconds East, with the common south line of said
Slate of Texas tract and the north line of said Interstate Highway 20 Frontage Road, a distance
of 178,75 feet to a 518-inch iron rod with plastic cap stamped "Huitt-Zollars" found for the POINT
OF BEGINNING of the herein described tract, same being the common most southerly east
comer of said 5.157-acre State of Texas tract and a sbuthwesterty corner of a called 212.7-acre
tract of land described by Special Warranty Deed to Quail Valley Devco V, LLC, recorded In
Document No. 202426155 (O.P.R.P.C.T.);
THENCE South 67 degrees 25 minutes 24 seconds East, with the common northerly line of said
State of Texas tract, recorded in Volume 172, Page 550, and the southerly line of said 212.7-
acre tract, passing at a distance of 138.91 feet a 518-Inch iron rod found with plastic cap
stamped'DUNAWAY', and continuing for a total distance of 1,190.78 feet to a found 3-inch
brass monument stamped'TxDOT Right -of -Way' at the beginning of a curve to the left having a
central angle of 10 degrees 27 minutes 29 seconds, a radius of 5,693.90 feet, and being
subtended by a 1,037A5 foot chord which bears South 73 degrees 43 minutes 41 seconds
East;
THENCE continuing with said common line and said curve to the left, an arc distance of
1,039.29 feet to a 34nch brass monument stamped'TxDOT Right -of -Way';
THENCE South 76 degrees 57 minutes 26 seconds East, continuing with said common line, a
distance of 111.74 feet to a 6/8-inch iron rod found with plastic cap stamped "Huitt-Zoilars" for a
common southerly comer of said 212.7-acre tract and the southwest comer of a remainder tract
of land described by Special Warranty Deed to Walsh Ranches Limited Partnership, recorded in
Volume 1699, Page 1765 (D.R.P.C.T.) and also recorded in Volume 12624, Page 92 of the
Deed Records of Tarrant County, Texas (D.R.T.C.T.);
111SYrvey130306100-Mich Ranch\02-QuaO Yill WAS\05.11 SurXA20 CAb0 & 61MV0.20Leg21 QeycHpllonS\WR PAS-Annm Ondy.TXDoT
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Page 1 of 3
Ordinance No. 27612-04-2025
Exhibit B
Roads and Rights -of -Way
(continued)
WALSH RANCH -QUAIL VALLEY- PLANNING AREA 5
TXDOT ANNEXATION BOUNDARY
THENCE South 23 degrees 02 minutes 20 seconds West, departing said common line and over
and across said Interstate Highway 20 Frontage Road and said State of Texas tracts, a distance
of 586.09 feet to a 518 inch iron rod set with plastic cap stamped "Hurtt-Zu lars" in the common
south right-of-way line of said Interstate Highway 20 Frontage Road and the south line of said
State of Texas tract recorded in Volume 1152, Page 1055 (D.R.P.C.T.), said point being in the
north line of a tract of land described by Special Warranty Deed to Frost Bank, as the successor
Trustee of the Allison Karen Walsh 2C06 GST Exempt Trust, recorded in Document No
202241152 (O,P.R.P.C.T.);
THENCE North 66 degrees 57 minutes 40 seconds WeSi, with said common line, a distance of
2,330.65 feet to a 518-inch iron rod set with plastic cap stamped "Huitt-Zollars" in said common
line, same being the nortn line of a tract of land described by Deed to Mueller Supply Company
Inc., recorded in Volume 1841, Page 1266 (D.R.P.C.T.), from which a 5/8-inch iron rod found
with plastic cap stamped "TXDOT found for the northwest corner of said Mueller tract bears
North 56 degrees 57 minutes 40 seconds West, a distance of 174 45 feet;
THENCE North 23 degrees 02 minutes 20 seconds East, departing said common sine and over
and across said Interstate Highway 20 Frontage Road and said State of Texas tracts, a distance
of 430.97 feet to the POINT OF BEGINNING, and containing 1.082,357 Square feet or 24.85
acres of land more or less
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_
For Huitt-Zollars, Inc
Mitchell S. Pillar
Registered Professional Land Surveyor
Texas Registration No 5491
Huitt-Zollars, Inc
TBPELS Firm Registration No. 10025600
5430 LBJ Freeway, Suite 1500
Dallas, Texas 75240
(214) 871-3311
piliar(aahuitt-zollars.com Date: December 17, 2024
C\5u ey130306100-waisft Ral Quail u411ey\pASN05, 11 Survey110 CADD & &M110.20 Legal 1> xrlption$NWR PAS -An— Budy-TXD07
f_C.L.d".
Page 2 of 3
Ordinance No- 27612-04-2025
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Exhibit D
Municipal Services Agreement
to be inserted upon full execution
Ordinance No.27612-04-2025
CSC No. 63196
MUNICIPAL SERVICES AGREEMENT
BETWEEN THE CITY OF FORT WORTH, TEXAS
."Al
QUAIL VALLEY DEVCO V, LLC
This Municipal Services Agreement ("Agreement") is entered into on 22 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. VALLEYDEVCO V,LLC ("Owner").
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 238.8 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-23-009 ("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
municipal services" means all services provided by the City within its full -purpose boundaries,
OFFICIAL RECORD
ONmer-initiated Annexation Service Agreement CITY SECRETARY I of 15
FT. WORTH, TX
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 set -vices
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 setvices 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. Emergency 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. Planning 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 Buildings — Residents of the Property will be permitted
to use all other publicly owned buildings and facilities where the public is
granted access.
vii. Stormwater Utility 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 set -vices.
viii. Roads and Streets (including Street lighting) — 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
using water-wel I and on -site sewer facilities on the Effective Date may continue
Owner -Initiated Annexation Service Agreement 2 of 15
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 set -vices 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
according to the laws of the State of Texas. The parties acknowledge that they are of equal
Owner -Initiated Annexation Service Agreement 3 of 15
bargaining power and that each of them was represented by legal counsel in the negotiation
and drafting of this Agreement.
S. 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 party 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 patty'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 Iand
comprising the Property, is binding on the Owner and the City, and is enforceable by any
current or fixture 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 patties. 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 15
CITY OF FORT WORTH
By: c `l -~;
Name: Jesica McEachern
Assistant City Manager
Approved as to Form and Legality:
By:
Name: Melinda Ramos
Deputy City Attorney
Approvals:
M&C: By: 25-0315
Ordinance No. By: 27612-04-2025
By:
pd-a lie P�
Name: Derek R. Hull
Conti -act Manager
Sabo
Po
a•+d
By: ' Po
Name: Jannette Goodall �°a4n ......
City Secretary
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Owner -Initiated Annexation Service Agreement 5 of 15
State of Texas §
County of Tarrant §
This instrument was acknowledged before me on the 29th day of April � 20251 by
Jesica McEachern , Assistant City Manager of the City of Fort Worth, a Texas municipal
corporation, on behalf of said corporation.
By: • a�.w
Notary Public, State of Texas TIFFANY BACON
49 { Nolary Pubhc
+ STATE OF TEXAS
/\terry Notary I.O. I 2618M
My Comm. Ex . Jan. 20, 2027
Owner -Initiated Annexation Service Agreement 6 of 15
QUAIL VALL O LC
By:�
Nam . eth Carpenter
Title: Vice President
State of Texas §
County of Dallas
This instrument was acknowledged before me on the f y day of AA dry ,
20 Z' , by Seth -Ca ryenter,_Vice President on behalf of Ouail Valley Devco V, LLC.
By-
�n NNAA}Ala•a•aMILES
ID #1312414A5A
9}A6 an w:
Notary Public, State of I My Commission Expires
4a� April 19, 2026
Owner -initiated Annexation Service Agreement 7 of 15
WALSH RANCH - QUAIL VALLEY- PLANNING AREA 5
ANNEXATION BOUNDARY
LAND DESCRIPTION:
BEING a 238.8 acre tract of land situated in the Houston Tap & Brazoria Railroad Company
Survey, Abstract No. 647, the G.E. & AH Tandy Survey, Abstract No. 2356, the I & G.N.
Railroad Company Survey, Abstract No. 1995 and the I & G.N. Railroad Company Survey,
Abstract No. 1996, 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 with plastic cap stamped "DUNAWAY" found on the
southerly line of said Walsh Ranches Limited Partnership tract, said point being in the north
right-of-way line of Interstate Highway 20 Frontage Road (variable width right-of-way) as
recorded under Volume 584, Page 742 (D.R.P.C.T.), said point also being in a curve to the right
having a central angle of 02 degrees 16 minutes 20 seconds, a radius of 6,815.38 feet, and
being subtended by a 230.62 foot chord which bears South 69 degrees 55 minutes 41 seconds
East;
THENCE with the common south line of said Walsh Ranches Limited Partnership tract, the
north line of said Interstate Highway 20 Frontage Road, and said curve to the right, passing at
an arc distance of 155.53 feet, the most southerly west corner of a tract of land described by
Special Warranty Deed to Quail Valley Devco VLO, LLC, recorded in Document No. 202148529
of the Official Public Records of Parker County, Texas (O.P.R.P.C.T.), and continuing for a total
arc distance of 230.64 to a 518 inch iron rod with plastic cap stamped "Huitt-Zollars" found for
the POINT OF BEGINNING of the herein described tract, same being the most southerly east
corner of said Quail Valley Devco VLO tract;
THENCE departing said common line and with an easterly line of said Quail Valley Devco VLO
tract the following courses:
North 24 degrees 52 minutes 59 seconds West, a distance of 28.77 feet, to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
North 19 degrees 07 minutes 27 seconds East a distance of 180.05 feet to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" found at the beginning of a curve to the
right having a central angle of 21 degrees 14 minutes 03 seconds, a radius of 566.50
feet, and being subtended by a 208.75 foot chord which bears North 29 degrees 44
minutes 29 seconds East;
with said curve to the right, an are distance of 209.95 feet to a 5/8 inch iron rod with
plastic cap stamped "Huitt-Zollars" found;
North 40 degrees 21 minutes 30 seconds East a distance of 937.55 feet to a 5/8 inch
iron rod with plastic cap stamped "Huitt-Zollars" found at the beginning of a curve to the
left having a central angle of 36 degrees 36 minutes 28 seconds, a radius of 1,005.00
feet, and being subtended by a 631.25 foot chord which bears North 22 degrees 03
minutes 16 seconds East;
J.\Survey\30306100-Walsh Ranch\02-Quail Valley\PA5\05.11 Survey\10 CARD & BIM\10.20 Legal Descriptions\WR PAS -Annex Bndy LGLdocx
Page 1 of 8
WALSH RANCH - QUAIL VALLEY - PLANNING AREA 5
ANNEXATION BOUNDARY
with said curve to the left, an arc distance of 642.12 feet to a 518 inch iron rod with
plastic cap stamped "Huitt-Zollars" found;
North 03 degrees 45 minutes 02 seconds East, a distance of 330.01 feet to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" found for an interior ell corner of said
Quail Valley Devco VLO tract, same being the most northerly east corner of the herein
described tract;
THENCE with a southerly line of said Quail Valley Devco VLO tract, the following courses:
North 90 degrees 00 minutes 00 seconds East, a distance of 540.09 feet to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
North 30 degrees 00 minutes 00 seconds East, a distance of 200.00 feet to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" set;
North 90 degrees 00 minutes 00 seconds East, a distance of 615.00 feet to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" found, same being a common
southeasterly corner of said Quail Valley Devco VLO tract and the southwest corner of
the Final Plat of Walsh Ranch -Quail Valley, an addition to Parker County, Texas as
recorded in Cabinet E, Slide 488 and Document No. 202006529 (O.P.R.P.C.T.);
THENCE with the south line of said Walsh Ranch -Quail Valley Final Plat, the following courses:
South 82 degrees 36 minutes 00 seconds East, a distance of 595.49 feet to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
North 15 degrees 00 minutes 00 seconds East, a distance of 122.79 feet to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
South 89 degrees 57 minutes 18 seconds East, a distance of 356.47 feet to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
South 50 degrees 52 minutes 58 seconds East, a distance of 606.38 feet to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" found-,
South 80 degrees 31 minutes 43 seconds East a distance of 636.55 feet to a 518 inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
North 86 degrees 01 minutes 03 seconds East, a distance of 280.26 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 08
degrees 47 minutes 31 seconds, a radius of 231.00 feet, and being subtended by a
35.41 foot chord which bears South 04 degrees 23 minutes 45 seconds East;
THENCE departing said south line and over and across said Walsh Ranches Limited
Partnership tract the following courses:
1:\5urvey\30306100-Walsh Ranch\02-Quall Valley\PA5\05.115urvey\l0 CARD & BIM110.20 Legal Descriptions\WR PA5-Annex Bndy LGL.docx
Page 2 of 8
WALSH RANCH - QUAIL VALLEY - PLANNING AREA 5
ANNEXATION BOUNDARY
with said curve to the right, an arc distance of 35.45 feet to a point for corner;
South 00 degrees 00 minutes 00 seconds West, 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 10 degrees 00
minutes 00 seconds, a radius of 859.00 feet, and being subtended by a 149.73 foot
chord which bears South 05 degrees 00 minutes 00 seconds East;
with said curve to the left, an arc distance of 149.92 feet to a point for corner;
South 10 degrees 00 minutes 00 seconds East a distance of 100.00 feet to a point for
corner at the beginning of a curve to the left 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 South 14 degrees 45 minutes 00 seconds East;
with said curve to the left, an arc distance of 160.67 feet to a point for corner;
South 19 degrees 30 minutes 00 seconds East a distance of 49.00 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;
South 19 degrees 30 minutes 00 seconds East a distance of 52.00 feet to a point for
corner;
South 25 degrees 30 minutes 00 seconds West a distance of 21.21 feet to a point for
corner;
South 70 degrees 30 minutes 00 seconds West a distance of 62.00 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;
South 70 degrees 30 minutes 00 seconds West a distance of 54.00 feet to a point for
corner at beginning of a curve to the left having a central angle of 02 degrees 42 minutes
36 seconds, a radius of 1,174.00 feet, and being subtended by a 55.52 foot chord which
bears South 69 degrees 08 minutes 42 seconds West;
with said curve to the left, an arc distance of 55.53 feet to a point for corner;
J:15urvey\30306100-Walsh Ranch\02 Quail Valley\PA5\05.11 Survey\10 CADD & BIM\10.20 Legal Descriptions\WR PA5-Annex Bndy LGL.docx
Page 3 of 8
WALSH RANCH - QUAIL VALLEY - PLANNING AREA 5
ANNEXATION BOUNDARY
South 22 degrees 12 minutes 36 seconds East a distance of 74.19 feet to a point for
corner;
South 19 degrees 30 minutes 00 seconds East a distance of 210.00 feet to a point for
corner;
South 19 degrees 25 minutes 15 seconds East a distance of 59.65 feet to a point for
corner;
South 07 degrees 11 minutes 34 seconds East a distance of 61.35 feet to a point for
corner;
South 06 degrees 42 minutes 16 seconds East a distance of 122.78 feet to a point for
corner;
South 01 degrees 35 minutes 32 seconds West a distance of 47.57 feet to a point for
corner;
South 09 degrees 53 minutes 20 seconds West a distance of 122.78 feet to a point for
corner;
South 07 degrees 33 minutes 35 seconds West a distance of 48.77 feet to a point for
corner;
South 20 degrees 30 minutes 00 seconds West a distance of 192.50 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 01
degrees 14 minutes 55 seconds, a radius of 4,765.00 feet, and being subtended by a
103.84 foot chord which bears South 70 degrees 42 minutes 13 seconds East;
with said curve to the right, an arc distance of 103.84 feet to a point for corner;
North 67 degrees 38 minutes 50 seconds East a distance of 22.17 feet to a point for
corner;
South 69 degrees 30 minutes 00 seconds East a distance of 63.87 feet to a point for
corner;
South 26 degrees 38 minutes 50 seconds East a distance of 22.17 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 00
degrees 07 minutes 57 seconds, a radius of 4,765.00 feet, and being subtended by a
11.02 foot chord which bears South 68 degrees 51 minutes 16 seconds East;
with said cure to the right, an arc distance of 11.02 feet to a point for corner;
hkSurveyk30306100-Walsh Ranch\02-Quail Va11ey\PA5k05.115urvey110 CADD & BIM\10.20 Legal Descrlptions\WR PAS -Annex Bndy LGL.docx
Page 4 of 8
WALSH RANCH - QUAIL VALLEY- PLANNING AREA 5
ANNEXATION BOUNDARY
South 21 degrees 12 minutes 43 seconds West 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 01 minutes 21 seconds, a radius of 4,713.00 feet, and being subtended by a
1.84 foot chord which bears North 68 degrees 47 minutes 57 seconds West;
with said curve to the left, an arc distance of 1.84 feet to a point for corner;
South 58 degrees 52 minutes 48 seconds West a distance of 18.38 feet to a point for
corner at the beginning of a non -tangent curve to the left having a central angle of 01
degrees 27 minutes 51 seconds, a radius of 429.00 feet, and being subtended by a
10.96 foot chord which bears South 04 degrees 55 minutes 39 seconds West;
with said curve to the left, an arc distance of 10.98 feet to a point for corner at the
beginning of a reverse curve to the right having a central angle of 09 degrees 40 minutes
54 seconds, a radius of 491.00 feet, and being subtended by an 82.87 foot chord which
bears South 09 degrees 02 minutes 10 seconds West;
with said curve to the right an arc distance of 82.97 feet to a point for corner;
South 27 degrees 04 minutes 43 seconds East a distance of 14.97 feet to a point for
corner;
South 15 degrees 58 minutes 58 seconds West a distance of 16.07 feet to a point for
corner;
South 64 degrees 27 minutes 07 seconds West a distance of 13.65 feet to a point for
corner at the beginning of a non -tangent curve to the right having a central angle of 02
degrees 24 minutes 49 seconds, a radius of 491.00 feet, and being subtended by a
20.68 foot chord which bears South 19 degrees 17 minutes 35 seconds West;
with said curve to the right, an arc distance of 20.68 feet to a point for corner;
South 20 degrees 30 minutes 00 seconds West a distance of 85.36 feet to a point for
corner;
South 24 degrees 01 minutes 38 seconds East a distance of 14.26 feet to a point for
corner at the beginning of a non tangent curve to the right having a central angle of 00
degrees 06 minutes 05 seconds, a radius of 4,455.00 feet, and being subtended by a
7.89 foot chord which bears South 68 degrees 26 minutes 46 seconds East;
with said curve to the right, an arc distance of 7.89 feet to a point for corner;
South 21 degrees 36 minutes 17 seconds West 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 21
degrees 36 minutes 17 seconds, a radius of 4,345.00 feet, and being subtended by a
1,628.69 foot chord which bears North 79 degrees 11 minutes 52 seconds West;
with said curve to the left, an arc distance of 1,638.38 feet to a point for corner;
J:\Survey\30306100-Walsh Ranch\02-Quail Valley\PA5\05.11 Survey\10 CADD & HIM\10.20 Legal Descriptions\WR PAS -Annex Bndy LGL.docx
Page 5 of 8
WALSH RANCH - QUAIL VALLEY- PLANNING AREA 5
ANNEXATION BOUNDARY
North 90 degrees 00 minutes 00 seconds West a distance of 150.00 feet to a point for
corner at the beginning of a curve to the right having a central angle of 06 degrees 23
minutes 35 seconds, a radius of 2,455.00 feet, and being subtended by a 273.79 foot
chord which bears North 86 degrees 48 minutes 12 seconds West;
with said curve to the right, an arc distance of 273.93 feet to a point for corner;
South 51 degrees 55 minutes 48 seconds West a distance of 14.25 feet to a point for
corner;
South 07 degrees 21 minutes 00 seconds West a distance of 221.35 feet to a point for
corner at the beginning of a curve to the left having a central angle of 43 degrees 20
minutes 30 seconds, a radius of 25.00 feet, and being subtended by an 18.46 foot chord
which bears South 14 degrees 19 minutes 15 seconds East;
with said curve to the left, an arc distance of 18.91 feet to a point for corner at the
beginning of a reverse curve to the right having a central angle of 182 degrees 27
minutes 50 seconds, a radius of 52.00 feet, and being subtended by a 103.98 foot chord
which bears South 55 degrees 14 minutes 25 seconds West;
with said curve to the right -left an arc distance of 165.60 feet to a point for corner;
South 08 degrees 47 minutes 10 seconds West a distance of 264.49 feet to a point for
corner in the common south line of said Walsh Ranches Limited Partnership tract and
the north line of said Interstate Highway 20 Frontage Road;
THENCE with said common line the following courses:
North 78 degrees 57 minutes 26 seconds West a distance of 111.74 feet to a 3-inch
Brass Monument stamped "TxDOT" found at the beginning of a curve to the right having
a central angle of 10 degrees 27 minutes 29 seconds, a radius of 5,693.90 feet, and
being subtended by a 1,037.85 foot chord which bears North 73 degrees 43 minutes 41
seconds West;
1:\5urvey\30306100-W31sh Ranch\02-Quail Va11ey\PA5\05J15urvey\10 CADD & 81M\10,20 Legal Descrlptions\WR PA5•Annex 9ndy LGL.docx
Page 6 of 8
WALSH RANCH - QUAIL VALLEY - PLANNING AREA 5
ANNEXATION BOUNDARY
with said curve to the right, an arc distance of 1,039.29 feet to a 3-inch Brass Monument
stamped "TxDOT" found;
THENCE North 67 degrees 25 minutes 24 seconds West a distance of 1,369.53 feet to a
6/8 inch iron rod with plastic cap stamped "DUNAWAY" found at the beginning of a
curve to the left having a central angle of 01 degrees 22 minutes 07 seconds, a radius of
5,815.38 feet, and being subtended by a 138.91 foot chord which bears North 68
degrees 06 minutes 27 seconds West;
THENCE with said curve to the left, an are distance of 138.92 feet to the POINT OF
BEGINNING, and containing 10,401,296 Square feet or 238.8 acres of land, more or less.
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 1.00015639999.
For Hunt-Zollars, Inc.
�
Mitchell 9 Pillar r
Registered Professional Land Surveyor
Texas Registration No. 5491
Huitt-Zollars, Inc,
TBPELS Firm Registration No. 10025600
5430 LBJ Freeway, Suite 1500
Dallas, Texas 75240
(214) 871-3311
pillar@huitt-xollars.com Date: October 4, 2023
]:\Survey130306100-Wal5h Ranch\02-quail Valley1PA510S.11 Survey\10 CADD & BIM\10.20 Legal Descriptions\WR PA5-Annex Bndy LGLdocx
Page 7 of 8
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EXHIBIT MAP
CITY OF FORT WORTH ANNEXATION
238.8 ACRES
Houslan Tap 6 Bratcria Ral[mad any Survey, Abstmel No.64T
G.E 6 AH Tandy Survey, ALstrar] No. 2356
I A GN. Railroad CompanySLuvay, Abshct No.1995
18 GN. RaOroad Company Svrvoy, Abstrzd No.19%
PARKER COUNTY, TEXAS
BASIS OF BEARING:
Hearings am based onlheTerrs Shale Plane
Coordinate System, Nodh Canlyd ZOno (4202)
Ncnh American Datum 193(2M 1)
HZ PROJECT NO., R303061 AI
DATE: October4, 2023
SHEET 8 OF 8
City of Fort Worth, Texas
Mayor and Council Communication
DATE: 04/22/25 M&C FILE NUMBER: M&C 25-0315
LOG NAME: 06AX-23-009 WALSH RANCH PA5 - OWNER INITIATED
SUBJECT
(Future CD 3) Conduct a Public Hearing, Authorize Execution of a Municipal Services Agreement and Consider Adopting an Ordinance for the
Proposed Ownerdnitiated Annexation of Approximately 238.8 Acres of Land and 24.85 Acres of Interstate Highway 20 in Parker County Known as
Walsh Ranch PA5, Located within the Walsh Ranch Limited Purpose Annexation, North of Interstate Highway 20 and South of Old Weatherford
Road in the Far West Planning Sector, AX-23-009
(PUBLIC HEARING - a. Report of City Staff: Derek Hull; b. Public Comment; c. Council Action: Close Public Hearing and Act on M&C)
It is recommended that the City Council:
1. Conduct a public hearing for the proposed owner -initiated annexation of approximately 238.8 acres of land and 24.85 acres of Interstate
Highway 20 in Parker County located within the Walsh Ranch Limited Purpose Annexation, north of Interstate Highway 20 and south of Old
Weatherford Road, as shown on Exhibit A;
2. Authorize execution of a Municipal Services Agreement between the City and property owner, Quail Valley Devco V, LLC; and
3. Adopt an ordinance annexing AX-23-009 for full purposes.
I]ISCUSSION:
On November 17, 2023, representatives for the property owner Quail Valley Devco V, 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 within 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-03-0010), north of Interstate
Highway 20 and south of Old Weatherford Road. The owner -initiated annexation, which is approximately 238.8 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 proposed
annexation includes 24.85 acres of Interstate Highway 20 adjacent to the property.
The related Limited -Purpose Annexation Case (AX-03-0010) was approved by City Council on October 14, 2003. As a Limited -Purpose
Annexation the City was able to approve a regulatory plan to specify the planning, zoning, health and safety ordinances the City would enforce and
to state the date by which the City would annex that area for full purposes. City Council approved the related zoning case (ZC-16-115) on June 21,
2016. Zoning for this area is identified as "PDILDR" Planned Development / Low Density Residential for single family uses in "A43" One -Family
through "R-2" Townhouse/Cluster in accordance with Ordinance No.13896, AX-21-015 is also related to Preliminary Plat Case PP-21-079 (filed
on September 10, 2021) and Concept Plan Case CPA 7-005 (on file as of November 20, 2017). 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.
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 with the assistance of other City Departments. City tax revenue is expected to have a positive fiscal impact over the next ten years after
the proposed development has been built. Based on the operating costs projected from the Police, Code Compliance and Transportation and
Public Works Departments, the fiscal impact shows a slightly negative effect to the General Fund for the first year, but will have a positive impact
thereafter. Therefore, due to the ability of the area to meet the City's criteria for full -purpose annexation, staff recommends approval of the
requested owner -initiated annexation, AX-23-009.
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
23-009 for full purposes.
If annexed, this property will become part of COUNCIL DISTRICT 3.
FISCAL INFORMATION 1 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 City Manager's_Office_by: Jesica McEachem 5804
Originating Business Unit He. D.J. Harrell 8032
Additional Information Contact: Derek Hull 2412
Leo Valencia 2497
Expedited