HomeMy WebLinkAboutOrdinance 22502-11-2016 ORDINANCE NO. 22502-11-2016
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 44.58 ACRES OF
LAND, MORE OR LESS, OUT OF THE HOUSTON TAP & GREAT NORTHERN R.R.
CO. SURVEY, ABSTRACT NO. 2740, THE INTERNATIONAL & GREAT NORTHERN
R.R. CO. SURVEY, ABSTRACT NO. 2004, THE M.C. MOULTON SURVEY,
ABSTRACT 934, AND THE HEIRS OF C.H. HIGBEE SURVEY, ABSRACT 270 IN
PARKER COUNTY, TEXAS (CASE NO. AX-16-005) 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 has received a petition in writing Walsh Ranches Limited
Partnership, the owner, requesting the full-purpose annexation of the area; and
WHEREAS, a notice of the availability of the Service Plan and notice of the first and second public
hearings were published in a newspaper of general circulation in the City of Fort Worth and in the area
proposed for annexation on September 30, 2016 and October 7, 2016 and the City made the plan available to
the public in the City's Planning and Development Department and on the City's Internet website; and
WHEREAS, the City conducted two public hearings at which members of the public who wished to
present testimony or evidence regarding the Service Plan and Full-Purpose Annexation were given the
opportunity to do so, in accordance with the procedural requirements of Section 43.124 of the Local
Government Code on October 11, 2016 at 7:00 p.m., on October 18, 2016, at 7:00 p.m., at the City Council
Chamber; and
WHEREAS,the City's population is in excess of 100,000 inhabitants; and
WHEREAS, the hereinafter described territory is in the City's exclusive extraterritorial jurisdiction and
is adjacent to and adjoins the City; and
WHEREAS,the hereinafter described territory contains 44.85 acres of land, more or less;
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT
WORTH, TEXAS:
SECTION 1.
The following described land and territory lying adjacent to and adjoining the City of Fort Worth, Texas
is hereby added to and annexed to the City of Fort Worth, Texas, for full purposes, and said territory hereinafter
described shall hereafter be included within the boundary limits of the City of Fort Worth, Texas, and the
Ordinance No.22502-11-2016
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present corporate boundary limits of said City, at the various points contiguous to the area hereinafter described,
are altered and amended so as to include said area within the corporate limits of the City of Fort Worth, Texas,
to-wit:
PARCEL #1
Being a 4.718 acre tract of land situated in the International & Great Northern RR Company Survey, Abstract
Number 2004, the Heirs of C.H. Higbee Survey, Abstract Number 2740 and the M.C. Moulton Survey, Abstract
Number 934, Parker County, Texas, being part of the tract of land described in the deed to Walsh Ranches
Limited Partnership, recorded in Volume 1699, Page 1765, Deed Records, Parker County, Texas, said 4.718
acre tract of land being more particularly described as follows:
COMMENCING at a 5/8" inch iron rod with yellow cap stamped "DUNAWAY ASSOC. LP" found on the
north right-of-way line of Interstate Highway 30 (variable width), being the southwest corner of a right-of-way
dedication to the City of Fort Worth, as recorded in Document Number 201320926, Deed Records, Parker
County, Texas;
THENCE North 07 degrees 22 minutes 50 seconds West a distance of 7,881.36 feet to the POINT OF
BEGINNING, being locatable by NAD83 Grid Coordinate N:6,955,746.59, E:2,257,473.11;
THENCE South 39 degrees 59 minutes 42 seconds West a distance of 47.89 feet to a point;
THENCE South 83 degrees 49 minutes 58 seconds West a distance of 14.46 feet to point;
THENCE South 06 degrees 10 minutes 02 seconds East a distance of 4.00 feet to a point for the beginning of a
curve to the left having a radius of 1,090.00 feet, a central angle of 11 degrees 36 minutes 01 second, and a
chord bearing of South 78 degrees 01 minute 58 seconds West, a distance of 220.31 feet;
THENCE with said curve to the left an arc distance of 220.68 feet to a point for the beginning of a reverse
curve to the right having a radius of 1,023.50 feet, a central angle of 51 degrees 45 minutes 52 seconds, and a
chord bearing of North 81 degrees 53 minutes 07 seconds West, a distance of 893.56 feet;
THENCE with said curve to the right an arc distance of 924.69 feet to a point for the beginning of a reverse
curve to the left having a radius of 1,076.50 feet, a central angle of 31 degrees 17 minutes 49 seconds, and a
chord bearing of North 71 degrees 39 minutes 05 seconds West, a distance of 580.74 feet;
THENCE with said curve to the left an arc distance of 588.02 feet to the end of said curve;
THENCE North 87 degrees 18 minutes 00 seconds West a distance of 7.19 feet to a point for the beginning of a
curve right having a radius of 62.00 feet, a central angle of 53 degrees 52 minutes 04 seconds, and a chord
bearing of North 60 degrees 21 minutes 57 seconds West, a distance of 56.17 feet;
THENCE with said curve to the right an arc distance of 58.29 feet to a point for corner;
THENCE South 88 degrees 52 minutes 02 seconds East a distance of 19.33 feet to a point for the beginning of
a curve to the left having a radius of 93.00 feet, a central angle of 26 degrees 50 minutes 37 seconds, and a
chord bearing of North 77 degrees 42 minutes 40 seconds East, a distance of 43.17 feet;
THENCE with said curve to the left an arc distance of 43.57 feet to a point for the beginning of a reverse curve
to the right having a radius of 207.00 feet, a central angle of 58 degrees 39 minutes 22 seconds, and a chord
bearing of South 86 degrees 22 minutes 58 seconds East, a distance of 202.78 feet;
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THENCE with said curve to the right an arc distance of 211.91 feet to a point for the beginning of a reverse
curve to the left having a radius of 593.00 feet, a central angle of 36 degrees 45 minutes 12 seconds, and a chord.
bearing of South 75 degrees 25 minutes 53 seconds East, a distance of 373.90 feet;
THENCE with said curve to the left an arc distance of 380.39 feet to a point for the beginning of a reverse
curve to the right having a radius of 427.00 feet, a central angle of 36 degrees 59 minutes 24 seconds, and a
chord bearing of South 75 degrees 18 minutes 47 seconds East, a distance of 270.91 feet;
THENCE with said curve to the right an arc distance of 275.67 feet to a point for the beginning of a reverse
curve to the left having a radius of 143.00 feet, a central angle of 50 degrees 42 minutes 13 seconds, and a chord
bearing of South 82 degrees 10 minutes 11 seconds East,a distance of 122.46 feet;
THENCE with said curve to the left an arc distance of 126.55 feet to the end of said curve;
THENCE North 72 degrees 28 minutes 42 seconds East a distance of 78.56 feet to a point for the beginning of
a curve to the right having a radius of 207.00 feet, a central angle of 59 degrees 22 minutes 57 seconds, and a
chord bearing of South 77 degrees 49 minutes 49 seconds East, a distance of 205.07 feet;
THENCE with said curve to the right an arc distance of 214.54 feet to a point for the beginning of a reverse
curve to the left having a radius of 218.00 feet, a central angle of 69 degrees 49 minutes 51 seconds, and a chord
bearing of South 83 degrees 03 minutes 16 seconds East, a distance of 249.55 feet;
THENCE with said curve to the left an arc distance of 265.69 feet to a point for the beginning of a reverse
curve to the right having a radius of 207.00 feet, a central angle of 62 degrees 22 minutes 05 seconds, and a
chord bearing of South 86 degrees 47 minutes 09 seconds East, a distance of 214.36 feet;
THENCE with said curve to the right an arc distance of 225.33 feet to the end of said curve;
THENCE South 55 degrees 36 minutes 07 seconds East a distance of 7.04 feet to the POINT OF
BEGINNING;
Containing a computed area of 205,533 square feet or 4.718 acres.
PARCEL #2
Being a 0.028 acre tract of land situated in the International & Great Northern RR Company Survey, Abstract
Number 2004 and the M.C. Moulton Survey, Abstract Number 934, Parker County, Texas, being part of the
tract of land described in the deed to Walsh Ranches Limited Partnership, recorded in Volume 1699, Page 1765,
Deed Records, Parker County, Texas, said 0.028 acre tract of land being more particularly described as follows:
COMMENCING at a 5/8" iron rod with yellow plastic cap stamped "DUNAWAY ASSOC. LP" found on the
north right-of-way line of Interstate Highway 30 (variable width), being the southwest corner of a right-of-way
dedication to the City of Fort Worth, as recorded in Document Number 201320926, Deed Records, Parker
County, Texas;
THENCE North 07 degrees 25 minutes 46 seconds West a distance of 5,552.61 feet to a 5/8" iron rod with
yellow cap stamped "DUNAWAY ASSOC. LP" found for the POINT OF BEGINNING, being locatable by
NAD83 Grid Coordinate N:6,953,436.52, E:2,257,767.55, for the beginning of a curve to the right having a
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radius of 1,018.00 feet, a central angle of 17 degrees 33 minutes 02 seconds, and a chord bearing of North 10
degrees 23 minutes 59 seconds West, a distance of 310.61 feet;
THENCE with said curve to the right an arc distance of 311.83 feet to the end of said curve;
THENCE North 01 degree 37 minutes 29 seconds West a distance of 1,831.64 feet to a point for the beginning
of a curve to the left having a radius of 3,334.50 feet, a central angle of 04 degrees 10 minutes 46 seconds, and a
chord bearing of North 03 degrees 42 minutes 52 seconds West, a distance of 243.19 feet;
THENCE with said curve to the left an arc distance of 243.24 feet to a point for corner;
THENCE North 84 degrees 11 minutes 45 seconds East a distance of 0.50 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for the beginning of a non-tangent curve to the right having a
radius of 3,335.00 feet, a central angle of 03 degrees 47 minutes 41 seconds, and a chord bearing of South 03
degrees 54 minutes 25 seconds East, a distance of 220.83 feet;
THENCE with said curve to the right an arc distance of 220.87 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a non-tangent curve to the right having a radius of 15.50
feet a central angle of 25 degrees 36 minutes 41 seconds, and a chord bearing of South 14 degrees 36 minutes
10 seconds East, a distance of 6.87 feet,
THENCE with said curve to the right an arc distance of 6.93 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found;
THENCE South 01 degree 47 minutes 49 seconds East a distance of 17.00 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for the beginning of a curve to the right having a radius of
15.50 feet, a central angle of 25 degree 45 minutes 03 seconds, and a chord bearing of South 11 degrees 04
minutes 42 seconds West, a distance of 6.91 feet;
THENCE with said curve to the right an arc distance of 6.97 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the end of said curve;
THENCE South 01 degree 37 minutes 29 seconds East a distance of 1,823.60 feet to a 5/8" iron rod with
yellow cap stamped "Dunaway Assoc. LP" found for the beginning of a curve to the left having a radius of
1,017.50 feet, a central angle of 17 degrees 33 minutes 02 seconds, and a chord bearing of South 10 degrees 23
minutes 59 seconds East, a distance of 310.46 feet;
THENCE with said curve to the left an arc distance of 311.67 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for corner;
THENCE South 70 degrees 49 minutes 30 seconds West a distance of 0.50 feet to the POINT OF
BEGINNING;
Containing a computed area of 1,233 square feet or 0.028 acres.
PARCEL #3
Being a 34.102 acre tract of land situated in the International & Great Northern RR Company Survey, Abstract
Number 2004, Parker County, Texas, being part of the tract of land described in the deed to Walsh Ranches
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Limited Partnership, recorded in Volume 1699, Page 1765, Deed Records, Parker County, Texas, said 34.102
acre tract of land being more particularly described as follows:
COMMENCING at a 5/8" iron rod with yellow cap stamped "DUNAWAY ASSOC. LP" found on the north
right-of-way line of Interstate Highway 30 (variable width), being the southwest corner of a right-of-way
dedication to the City of Fort Worth, as recorded in Document Number 201320926, Deed Records, Parker
County, Texas;
THENCE North 04 degrees 27 minutes 24 seconds West a distance of 4,046.87 feet to the POINT OF
BEGINNING, being locatable by NAD83 Grid Coordinate N:6,951,965.16, E:2,258,171.07;
THENCE South 85 degrees 59 minutes 56 seconds West a distance of 106.97 feet to a point for corner for the
beginning of a non-tangent curve to the right having a radius of 588.00 feet, a central angle of 04 degrees 12
minutes 28 seconds, and a chord bearing of South 02 degrees 25 minutes 46 seconds West, a distance of 43.17
feet;
THENCE with said curve to the right an arc distance of 43.18 feet to a point for the beginning of a reverse
curve to the left having a radius of 612.00 feet, a central angle of 04 degrees 08 minutes 56 seconds, and a chord
bearing of South 02 degrees 27 minutes 32 seconds West, a distance of 44.31 feet;
THENCE with said curve to the left an arc distance of 44.32 feet to a point for the beginning of a reverse curve
to the right having a radius of 1,006.00 feet, a central angle of 01 degree 14 minutes 14 seconds, and a chord
bearing of South 01 degree 00 minutes 11 seconds West, a distance of 21.72 feet;
THENCE with said curve to the right an arc distance of 21.72 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found;
THENCE South 01 degree 37 minutes 18 seconds West a distance of 141.88 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for the beginning of a curve to the right having a radius of
110.00 feet, a central angle of 85 degree 58 minutes 45 seconds, and a chord bearing of South 44 degrees 36
minutes 40 seconds West, a distance of 150.01 feet;
THENCE with said curve to the right an arc distance of 165.07 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found;
THENCE South 87 degrees 36 minutes 03 seconds West a distance of 13.60 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for the beginning of a curve to the left having a radius of 250.00
feet, a central angle of 15 degrees 24 minutes 39 seconds, and a chord bearing of South 79 degrees 53 minutes
43 seconds West, a distance of 67.04 feet;
THENCE with said curve to the left an arc distance of 67.24 feet to a point for the beginning of a reverse curve
to the right having a radius of 250.00 feet, a central angle of 11 degrees 54 minutes 39 seconds, and a chord
bearing of South 78 degrees 08 minutes 43 seconds West, a distance of 51.88 feet;
THENCE with said curve to the right an arc distance of 51.97 feet to the end of said curve;
THENCE South 84 degrees 06 minutes 03 seconds West a distance of 182.29 feet to a point for the beginning
of a curve to the right having a radius of 584.00 feet, a central angle of 03 degrees 13 minutes 47 seconds, and a
chord bearing of South 85 degrees 42 minutes 57 seconds West, a distance of 32.92 feet;
Ordinance No.22502-11-2016
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THENCE with said curve to the right an arc distance of 32.92 feet to a point for the beginning of a reverse
curve to the left having a radius of 1,534.00 feet, a central angle of 04 degrees 35 minutes 08 seconds, and a
chord bearing of South 85 degrees 02 minutes 17 seconds West, a distance of 122.74 feet;
THENCE with said curve to the left an arc distance of 122.77 feet to a point for corner;
THENCE North 00 degrees 00 minutes 00 seconds East a distance of 170.00 feet to a point for corner for
corner;
THENCE North 45 degrees 00 minutes 00 seconds West a distance of 75.00 feet to a point for corner;
THENCE North 13 degrees 00 minutes 00 seconds East a distance of 500.00 feet to a point for corner;
THENCE North 44 degrees 02 minutes 05 seconds East a distance of 13 2.3 3 feet to a point for corner;
THENCE North 04 degrees 27 minutes 12 seconds East a distance of 262.60 feet to a point for corner;
THENCE North 53 degrees 31 minutes 57 seconds West a distance of 600.00 feet to a point for corner;
THENCE North 00 degrees 18 minutes 31 seconds West a distance of 261.65 feet to a point for corner for the
beginning of a non-tangent curve to the left having a radius of 1,053.00 feet, a central angle of 07 degrees 41
minutes 29 seconds, and a chord bearing of North 85 degrees 50 minutes 45 seconds East, a distance of 141.25
feet;
THENCE with said curve to the left an arc distance of 141.36 feet to the end of said curve;
THENCE North 82 degrees 00 minutes 00 seconds East a distance of 205.63 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for corner for the beginning of a non-tangent curve to the right
having a radius of 453.00 feet, a central angle of 14 degrees 48 minutes 50 seconds, and a chord bearing of
North 00 degrees 02 minutes 31 seconds East, a distance of 116.80 feet;
THENCE with said curve to the right an arc distance of 117.12 to a 5/8" iron rod with cap stamped "HUITT-
ZOLLARS" found for the beginning of a reverse curve to the left having a radius of 837.00 feet, a central angle
of 20 degrees 46 minutes 55 seconds, and a chord bearing of North 02 degrees 56 minutes 31 seconds West, a
distance of 301.93 feet;
THENCE with said curve to the left an arc distance of 303.59 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the right having a radius of 443.00
feet, a central angle of 15 degrees 47 minutes 58 seconds, and a chord bearing of North 05 degrees 26 minutes
00 seconds West, a distance of 121.77 feet;
THENCE with said curve to the right an arc distance of 122.16 feet to a 5/8" iron rod with yellow cap stamped
"RUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the left having a radius of 407.00 feet,
a central angle of 34 degrees 47 minutes 54 seconds, and a chord bearing of North 14 degrees 55 minutes 58
seconds West, a distance of 243.41 feet;
THENCE with said curve to the left an arc distance of 247.19 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the right having a radius of 603.00
feet, a central angle of 32 degrees 28 minutes 53 seconds, and a chord bearing of North 16 degrees 05 minutes
29 seconds West, a distance of 337.26 feet;
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THENCE with said curve to the right an arc distance of 341.84 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found;
THENCE North 00 degrees 08 minutes 58 seconds East a distance of 257.44 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for the beginning of a curve to the right having a radius of
783.00 feet, a central angle of 19 degrees 59 minutes 11 seconds, and a chord bearing of North 10 degrees 08
minutes 33 seconds East, a distance of 271.75 feet;
THENCE with said curve to the right an arc distance of 273.13 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the left having a radius of 517.00 feet,
a central angle of 18 degrees 34 minutes 00 seconds, and a chord bearing of North 10 degrees 51 minutes 08
seconds East, a distance of 166.80 feet;
THENCE with said curve to the left an arc distance of 167.53 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the right having a radius of 193.00
feet, a central angle of 44 degrees 10 minutes 32 seconds, and a chord bearing of North 23 degrees 39 minutes
24 seconds East, a distance of 145.15 feet;
THENCE with said curve to the right an arc distance of 148.81 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a non-tangent reverse curve to the left having a radius of
1,598.00 feet, a central angle of 08 degrees 48 minutes 07 seconds, and a chord bearing of North 02 degrees 46
minutes 35 seconds East, a distance of 245.25 feet;
THENCE with said curve to the left an arc distance of 245.49 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the end of said curve;
THENCE North 01 degree 37 minutes 29 seconds West, a distance of 132.96 feet to a 5/8" iron rod with
yellow cap stamped "DUNAWAY ASSOC. LP" found for the beginning of a curve to the left having a radius of
3,154.50 feet, a central angle of 00 degrees 41 minutes 44 seconds, and a chord bearing of North 01 degree 58
minutcs 20 seconds West, a distance of 38.29 feet;
THENCE with said curve to the left an arc distance of 38.29 feet to a 5/8" iron rod with yellow cap stamped
"DuUNAWAY ASSOC. LP" found for corner for the beginning of a non-tangent curve to the right having a
radius of 1,037.00 feet, a central angle of 00 degrees 51 minutes 10 seconds, and a chord bearing of North 83
degrees 12 minutes 50 seconds East, a distance of 15.43 feet;
THENCE with said curve to the right an arc distance of 15.43 feet to a point for corner;
THENCE South 58 degrees 09 minutes 18 seconds East, a distance of 29.70 feet to a point for corner for the
beginning of a non-tangant curve to the right having a radius of 3,194.50 feet, a central angle of 00 degrees 26
minutes 48 seconds, and a chord bearing of South 01 degree 49 minutes 09 seconds East, a distance of 24.91
feet;
THENCE with said curve to the right an arc distance of 24.91 feet to a point for corner;
THENCE North 88 degrees 13 minutes 29 seconds East a distance of 66.50 feet to a point for corner;
THENCE South 01 degree 37 minutes 29 seconds East a distance of 189.50 feet to a point for the beginning of
a curve to the left having a radius of 610.50 feet, a central angle of 06 degrees 08 minutes 17 seconds, and a
chord bearing of South 04 degrees 41 minutes 37 seconds East, a distance of 65.37 feet;
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THENCE with said curve to the left an arc distance of 65.40 feet to the end of said curve;
THENCE South 01 degree 37 minutes 29 seconds East a distance of 1,575.42 feet to a point for corner;
THENCE North 88 degrees 22 minutes 31 seconds East a distance of 3.00 feet to a point for corner for the
beginning of a non-tangent curve to the left having a radius of 1,085.00 feet, a central angle of 24 degrees 31
minutes 25 seconds, and a chord bearing of South 13 degrees 53 minutes 11 seconds East, a distance of 460.86
feet;
THENCE with said curve to the left an arc distance of 464.40 feet to the end of said curve;
THENCE South 26 degrees 08 minutes 54 seconds East a distance of 971.71 feet to a point for the beginning of
a curve to the right having a radius of 629.00 feet, a central angle of 42 degrees 27 minutes 14 seconds, and a
chord bearing of South 01 degree 32 minutes 37 seconds West, a distance of 455.47 feet;
THENCE with said curve to the right an arc distance of 466.06 feet to the POINT OF BEGINNING;
Containing a computed area of 1,485,501 square feet or 34.102 acres.
PARCEL #4
Being a 3.865 acre tract of land situated in the International & Great Northern RR Company Survey, Abstract
Number 2004, Parker County, Texas, being part of the tract of land described in the deed to Walsh Ranches
Limited Partnership, recorded in Volume 1699, Page 1765, Deed Records, Parker County, Texas, said 3.865
acre tract of land being more particularly described as follows:
COMMENCING at a 5/8" iron rod with yellow plastic cap stamped "DUNAWAY ASSOC. LP" found on the
north right-of-way line of Interstate Highway 30 (variable width), being the southwest corner of a right-of-way
dedication to the City of Fort Worth, as recorded in Document Number 201320926, Deed Records, Parker
County, Texas;
THENCE North 03 degrees 06 minutes 45 seconds East a distance of 3,891.53 feet to the POINT OF
BEGINNING, being locatable by NAD83 Grid Coordinate N:6,951,816.31, E:2,258,696.83;
THENCE South 63 degrees 51 minutes 06 seconds West a distance of 30.69 feet to a point for the beginning of
a curve to the right having a radius of 85.00 feet, a central angle of 90 degrees 00 minutes 00 seconds, and a
chord bearing of North 71 degrees 08 minutes 54 seconds West, a distance of 120.21 feet;
THENCE with said curve to the right an arc distance of 133.52 feet to the end of said curve;
THENCE North 26 degrees 08 minutes 54 seconds West a distance of 291.50 feet to a point for the beginning
of a curve to the left having a radius of 612.00 feet, a central angle of 07 degree 01 minute 18 seconds, and a
chord bearing of North 29 degrees 39 minutes 33 seconds West, a distance of 74.95 feet;
THENCE with said curve to the left an arc distance of 75.00 feet to a point for the beginning of a reverse curve
to the right having a radius of 988.00 feet, a central angle of 07 degrees 01 minute 18 seconds, and a chord
bearing of North 29 degrees 39 minutes 33 seconds West, a distance of 121.00 feet;
THENCE with said curve to the right an arc distance of 121.08 feet to the end of said curve;
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THENCE North 26 degrees 08 minutes 54 seconds West a distance of 836.77 feet to a 5/8" iron rod with
yellow cap stamped "DUNAWAY ASSOC. LP" found for corner;
THENCE North 63 degrees 51 minutes 06 seconds East a distance of 115.61 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for corner;
THENCE South 73 degrees 20 minutes 50 seconds East a distance of 36.77 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for corner;
THENCE South 28 degrees 20 minutes 50 seconds East a distance of 703.92 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for corner;
THENCE South 16 degrees 39 minutes 10 seconds West a distance of 135.76 feet to a 5/8" iron rod with
yellow cap stamped "DUNAWAY ASSOC. LP" found for corner;
THENCE South 28 degrees 26 minutes 20 seconds East a distance of 116.36 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for corner;
THENCE South 26 degrees 08 minutes 54 seconds East a distance of 379.60 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for corner;
THENCE South 71 degrees 08 minutes 54 seconds East a distance of 64.62 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for corner;
THENCE South 26 degrees 08 minutes 54 seconds East a distance of 39.31 feet to the POINT OF
BEGINNING,
Containing a computed area of 168,366 square feet of 3.865 acres.
PARCEL #5
Being a 0.036 acre tract of land situated in the International & Great Northern RR Company Survey, Abstract
Number 2004, Parker County, Texas, being part of the tract of land described in the deed to Walsh Ranches
Limited Partnership, recorded in Volume 1699, Page 1765, Deed Records, Parker County, Texas, said 0.036
acre tract of land being more particularly described as follows:
COMMENCING at a 5/8" iron rod with yellow cap stamped "DUNAWAY ASSOC. LP" found on the north
right-of-way line of Interstate Highway 30 (variable width), being the southwest corner of a right-of-way
dedication to the City of Fort Worth, as recorded in Document Number 201320926, Deed Records, Parker
County, Texas;
THENCE North 06 degrees 11 minutes 01 second West a distance of 2,804.25 feet to the POINT OF
BEGINNING, being locatable by NAD83 Grid Coordinate N:6,950,718.45, E:2,258,183.48, said point being
the beginning of a curve to the left having a radius of 989.60 feet, a central angle of 03 degrees 39 minutes 18
seconds, and a chord bearing of North 19 degrees 48 minutes 12 seconds West, a distance of 63.21 feet;
THENCE with said curve to the left an arc distance of 63.13 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found;
Ordinance No.22502-11-2016
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THENCE North 21 degrees 37 minutes 58 seconds West a distance of 116.87 feet to a 5/8" iron rod with
yellow cap stamped "DUNAWAY ASSOC. LP" found for the beginning of a curve to the right having a radius
of 1,012.00 feet, a central angle of 06 degrees 01 minute 18 seconds, and a chord bearing of North 18 degrees
37 minutes 19 seconds West, a distance of 106.31 feet;
THENCE with said curve to the right an arc distance of 106.36 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a compound curve to the right having a radius of
1,095.00 feet, a central angle of 04 degrees 56 minutes 56 seconds, and a chord bearing of North 13 degrees 08
minutes 12 seconds West, a distance of 94.59 feet;
THENCE with said curve to the right an arc distance of 94.62 feet to a point for the beginning of a non-tangent
curve to the left having a radius of 612.00 feet, a central angle of 13 degrees 00 minutes 37 seconds, and a chord
bearing of South 17 degrees 10 minutes 03 seconds East, a distance of 138.67 feet;
THENCE with said curve to the left an arc distance of 138.97 feet to a point for the beginning of a reverse
curve to the right having a radius of 988.00 feet, a central angle of 05 degrees 47 minutes 31 seconds, and a
chord bearing of South 20 degrees 46 minutes 36 seconds East, a distance of 99.83 feet;
THENCE with said curve to the right an arc distance of 99.87 feet to the end of said curve;
THENCE South 17 degrees 52 minutes 51 seconds East a distance of 141.91 feet to the POINT OF
BEGINNING,
Containing a computed area of 1,583 square feet or 0.036 acres.
PARCEL #6
Being a 0.031 acre tract of land situated in the Houston Tap & Brazoria RR Company Survey, Abstract Number
654, Parker County, Texas, being part of the tract of land described in the deed to Walsh Ranches Limited
Partnership, recorded in Volume 1699, Page 1765, Deed Records, Parker County, Texas, said 0.031 acre tract of
land being more particularly described as follows:
COMMENCING at a 5/8" iron rod with yellow cap stamped "DUNAWAY ASSOC. LP" found on the north
right-of-way line of Interstate Highway 30 (variable width), being the southwest corner of a right-of-way
dedication to the City of Fort Worth, as recorded in Document Number 201320926, Deed Records, Parker
County, Texas;
THENCE North 00 degrees 40 minutes 30 seconds East a distance of 1,503.58 feet to the POINT OF
BEGINNING, being locatable by NAD83 Grid Coordinate N:6,949,434.00, E:2,258,503.25, said point being
the beginning of a curve to the left having a radius of 1,004.50 feet, a central angle of 02 degrees 25 minutes 44
seconds, and a chord bearing of North 12 degrees 14 minutes 29 seconds West, a distance of 42.58 feet;
THENCE with said curve to the left an arc distance of 42.58 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the right having a radius of 612.00
feet, a central angle of 01 degree 29 minutes 47 seconds, and a chord bearing of North 12 degrees 42 minutes 28
seconds West, a distance of 15.98 feet;
THENCE with said curve to the right an arc distance of 15.98 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the left having a radius of 988.00 feet,
Ordinance No.22502-11-2016
Page 10 of 15
a central angle of 17 degrees 59 minutes 08 seconds, and a chord bearing of North 20 degrees 57 minutes 08
seconds West, a distance of 308.87 feet;
THENCE with said curve to the left an arc distance of 310.14 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a non-tangent curve to the left having a radius of
1,083.50 feet, a central angle of 00 degrees 57 minutes 40 seconds, and a chord bearing of South 30 degrees 25
minutes 33 seconds East, a distance of 18.18 feet;
THENCE with said curve to the left an arc distance of 18.18 feet to a point for the beginning of a reverse curve
to the right having a radius of 1,016.50 feet, a central angle of 07 degrees 48 minutes 04 seconds, and a chord
bearing of South 27 degrees 00 minutes 21 seconds East, a distance of 138.29 feet;
THENCE with said curve to the right an arc distance of 138.40 feet to a point for the beginning of a compound
curve to the right having a radius of 588.00 feet, a central angle of 15 degrees 17 minutes 26 seconds, and a
chord bearing of South 15 degrees 27 minutes 36 seconds East, a distance of 156.46 feet;
THENCE with said curve to the right an arc distance of 156.92 feet to a point for the beginning of a reverse
curve to the left having a radius of 1,012.00 feet, a central angle of 03 degrees 12 minutes 45 seconds, and a
chord bearing of South 09 degrees 25 minutes 15 seconds East, a distance of 56.73 feet;
THENCE with said curve to the left an arc distance of 56.74 feet to the POINT OF BEGINNING,
Containing a computed area of 1,329 square feet or 0.031 acres.
PARCEL #7
Being a 0.030 acre tract of land situated in the Houston Tap& Brazoria RR Company Survey, Abstract Number
654, Parker County, Texas, being part of the tract of land described in the deed to Walsh Ranches Limited
Partnership, recorded in Volume 1699, Page 1765, Deed Records, Parker County, Texas, said 0.030 acre tract of
land being more particularly described as follows:
COMMENCING at a 5/8" iron rod with yellow cap stamped "DUNAWAY ASSOC. LP" found on the north
right-of-way line of Interstate Highway 30 (variable width), being the southwest corner of a right-of-way
dedication to the City of Fort Worth, as recorded in Document Number 201320926, Deed Records, Parker
County, Texas;
THENCE North 28 degrees 29 minutes 51 seconds East a distance of 251.78 feet to the POINT OF
BEGINNING, being locatable by NAD83 Grid Coordinate N:6,948,151.79, E:2,258,605.66;
THENCE North 00 degrees 00 minutes 00 seconds East a distance of 16.33 feet to a 5/8" iron rod with yellow
cap stamped "DUNAWAY ASSOC. LP" found for the beginning of a curve to the right having a radius of
612.00 feet, a central angle of 01 degree 59 minutes 46 seconds, and a chord bearing of North 00 degrees 59
minutes 53 seconds East, a distance of 21.32 feet;
THENCE with said curve to the right an arc distance of 21.32 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the left having a radius of 988.00 feet,
a central angle of 17 degrees 51 minutes 20 seconds, and a chord bearing of North 06 degrees 55 minutes 54
seconds West,a distance of 306.65 feet;
Ordinance No.22502-11-2016
Page 11 of 15
THENCE with said curve to the left an arc distance of 307.90 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for corner;
THENCE South 15 degrees 51 minutes 34 seconds East a distance of 43.50 feet to a point for the beginning of
a curve to the right having a radius of 1,018.00 feet, a central angle of 08 degrees 20 minutes 09 seconds, and a
chord bearing of South 11 degrees 41 minutes 30 seconds East, a distance of 147.98 feet;
THENCE with said curve to the right an arc distance of 148.11 feet to a point for the beginning of a compound
curve to the right having a radius of 288.00 feet, a central angle of 15 degrees 01 minute 53 seconds, and a
chord bearing of South 00 degrees 00 minutes 29 seconds East, a distance of 75.34 feet;
THENCE with said curve to the right an arc distance of 75.56 feet to a point for the beginning of a reverse
curve to the left having a radius of 612.00 feet, a central angle of 07 degrees 30 minutes 28 seconds, and a chord.
bearing of South 03 degrees 45 minutes 14 seconds West, a distance of 80.14 feet;
THENCE with said curve to the left an arc distance of 80.19 feet to the POINT OF BEGINNING,
Containing a computed area of 1,294 square feet or 0.030 acres.
PARCEL #8
Being a 1.772 acre tract of land situated in the Houston Tap & Brazoria RR Company Survey, Abstract Number
654, Parker County, Texas, being part of the tract of land described in the deed to Walsh Ranches Limited
Partnership, recorded in Volume 1699, Page 1765, Deed Records, Parker County, Texas, said 1.772 acre tract of
land being more particularly described as follows:
COMMENCING at a 5/8" iron rod with yellow cap stamped "DUNAWAY ASSOC. LP" found on the north
right-of-way line of Interstate Highway 30 (variable width), being the southwest corner of a right-of-way
dedication to the City of Fort Worth, as recorded in Document Number 201320926, Deed Records, Parker
County, Texas;
THENCE North 29 degrees 58 minutes 08 seconds East along the west line of said right-of-way dedication a
distance of 151.88 feet to the northwest corner of said right-of-way dedication;
THENCE North 90 degrees 00 minutes 00 seconds East along the northerly line of said right-of-way dedication
a distance of 219.26 feet to the POINT OF BEGINNING, being locatable by NAD83 Grid Coordinate
N:6,948,062.12, E:2,258,780.67;
THENCE North 01 degree 08 minutes 45 seconds West a distance of 50.13 feet to a point;
THENCE North 00 degrees 00 minutes 00 seconds East a distance of 401.02 feet to a point for the beginning of
a curve to the right having a radius of 1,038.00 feet, a central angle of 16 degree 10 minutes 46 seconds, and a
chord bearing of North 08 degrees 05 minutes 23 seconds East, a distance of 292.14 feet;
THENCE with said curve to the right an arc distance of 293.11 feet to a point for the beginning of a compound
curve to the right having a radius of 288.00 feet, a central angle of 15 degrees 23 minutes 10 seconds, and a
chord bearing of North 23 degrees 52 minutes 21 seconds East, a distance of 77.11 feet;
Ordinance No.22502-11-2016
Page 12 of 15
THENCE with said curve to the right an arc distance of 77.34 feet to a point for the beginning of a reverse
curve to the left having a radius of 312.00 feet, a central angle of 08 degrees 33 minutes 11 seconds, and a chord
bearing of North 27 degrees 17 minutes 20 seconds East, a distance of 46.53 feet;
THENCE with said curve to the left an arc distance of 46.57 feet to the end of said curve;
THENCE North 23 degrees 00 minutes 45 seconds East a distance of 59.84 feet to a point for corner for the
beginning of a non-tangent curve to the right having a radius of 583.00 feet, a central angle of 06 degree 46
minutes 45 seconds, and a chord bearing of South 73 degrees 07 minutes 48 seconds East, a distance of 68.94
feet;
THENCE with said curve to the right an arc distance of 68.98 feet to a point for the beginning of a reverse
curve to the left having a radius of 317.00 feet, a central angle of 08 degrees 39 minutes 11 seconds, and a chord
bearing of South 74 degrees 04 minutes 00 seconds East, a distance of 47.83 feet;
THENCE with said curve to the left an arc distance of 47.88 feet to a point for the beginning of a compound
curve to the left having a radius of 2,067.00 feet, a central angle of 05 degrees 49 minutes 10 seconds, and a
chord bearing of South 81 degrees 18 minutes 11 seconds East, a distance of 209.85 feet;
THENCE with said curve to the left an arc distance of 209.94 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for corner on the beginning of a non-tangent curve to the left having a radius
of 119.00 feet, a central angle of 22 degrees 22 minutes 37 seconds, and a chord bearing of South 79 degrees 49
minutes 37 seconds West, a distance of 46.18 feet;
THENCE with said curve to the left an arc distance of 46.48 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the right having a radius of 157.00
feet, a central angle of 23 degrees 32 minutes 18 seconds, and a chord bearing of South 80 degrees 24 minutes
28 seconds West, a distance of 64.05 feet;
THENCE with said curve to the right an arc distance of 64.50 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the left having a radius of 93.00 feet,
a central angle of 78 degrees 12 minutes 12 seconds, and a chord bearing of South 53 degrees 04 minutes 31
seconds West, a distance of 117.31 feet;
THENCE with said curve to the left an arc distance of 126.94 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the right having a radius of 132.00
feet, a central angle of 48 degrees 43 minutes 44 seconds, and a chord bearing of South 38 degrees 20 minutes
17 seconds West, a distance of 108.91 feet;
THENCE with said curve to the right an arc distance of 112.26 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the left having a radius of 268.00 feet,
a central angle of 84 degrees 38 minutes 01 second, and a chord bearing of South 20 degrees 23 minutes 08
seconds West, a distance of 360.85 feet;
THENCE with said curve to the left an arc distance of 395.87 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the right having a radius of 257.00
feet, a central angle of 38 degrees 58 minutes 12 seconds, and a chord bearing of South 02 degrees 26 minutes
46 seconds East, a distance of 171.45 feet;
Ordinance No.22502-11-2016
Page 13 of 15
THENCE with said curve to the right an arc distance of 174.80 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the left having a radius of 168.00 feet,
a central angle of 47 degrees 18 minutes 47 seconds, and a chord bearing of South 06 degrees 37 minutes 04
seconds East, a distance of 134.82 feet;
THENCE with said curve to the left an arc distance of 138.73 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for the beginning of a reverse curve to the right having a radius of 106.00
feet, a central angle of 14 degrees 17 minutes 17 seconds, and a chord bearing of South 23 degrees 07 minutes
49 seconds East, a distance of 26.37 feet;
THENCE with said curve to the right an arc distance of 26.43 feet to a 5/8" iron rod with yellow cap stamped
"DUNAWAY ASSOC. LP" found for corner;
THENCE South 90 degrees 00 minutes 00 seconds West a distance of 73.01 feet to the POINT OF
BEGINNING,
Containing a computed area of 77,175 square feet or 1.772 acres.
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 the above described territory 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
Service Plan and shall be bound by the acts, ordinances, resolutions and regulations of the City of Fort Worth,
Texas.
SECTION 4.
That the Service Plan attached hereto as Exhibit B was made available for inspection by and explanation
to the inhabitants of the area to be annexed and is approved and incorporated into this ordinance for all
purposes.
SECTION 5.
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 6.
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,
Ordinance No.22502-11-2016
Page 14 of 15
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 7.
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 8.
This ordinance shall take effect upon adoption.
APPROVED AS TO FORM AND LEGALITY:
elinda Ramos, Sr. Assistant City Attorney 94ary J. er, Ci Secretary
ADOPTED AND EFFECTIVE: November 15, 2016
Ordinance No. 22502-11-2016
Page 15 of 15
Annexation AX-16-005 Exhibit
Addition of approximately 44.58 Acres to become part of Council District 3
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Legend Proposed Process Schedule Map References
1st Public Hearing 10/11/16 Mepsco 1 761c FORTWORTH.
-Annexation Area 2nd Public Hearing 10/18116 761G 761H
Fort Worth City Limit(Full Purpose) Date of Institution 11/15/16 761M 761R i
Current Full-Purpose Incorporated Area 337.19 square Was
Fort Worth City Limit(Limited Purpose) arenning G Development Department
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AX-16-005 Walsh Ranch Limited Partnership Exhibit B
CITY OF FORT WORTH, TEXAS
SERVICE PLAN FOR ANNEXED AREA
Property Subject to Plan: BEING a tract of land situated in the Houston Tap &Great Northern R.R.
Co. Survey, Abstract No. 2740; International &Great Northern R.R. Co.
Survey, Abstract No. 2004; M.C. Moulton Survey, Abstract No. 934; Heirs of
C.H. Higbee, Survey, Abstract No. 2740, Parker County, Texas, and being a
portion of a tract of land as described in deed to Walsh Ranches Limited
Partnership, a Texas corporation as recorded in Volume 1699, Page 1765,
Deed Records of Parker County, Texas(D.R.P.C.T.),
Location and Acreage: Approximately 44.58 acres of land in Parker County, west of the
Parker/Tarrant County boundary, located west of Walsh Ranch Parkway,
north of Interstate 30.
Municipal services to the Annexation Area will be furnished by or on behalf of the City of Fort Worth, Texas,
at the following levels and in accordance with the following service plan programs:
1. PROGRAM FOR SERVICES TO BE PROVIDED ON THE EFFECTIVE DATE OF THE
ANNEXATION
The City will provide the following services in the Annexation Area on the effective date of the annexation,
unless otherwise noted.
As used in this plan, the term '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.
A. Police Protection
The Fort Worth Police Department will provide protection and law enforcement services in the
Annexation Area commencing on the effective date of full-purpose annexation. The services will include:
Normal patrols and responses to calls for service
Handling of offense and incident reports
Special units, such as traffic enforcement, criminal investigations, narcotics law enforcement,
gang suppression, and crime response team deployment when required.
These services are provided on a citywide basis. The area will be added to existing Police Reporting
Areas, V070 and V080. The area will be added to Beat W43 in Zone W4 in West Division.
B. Fire Protection
Fire protection services will be provided by existing personnel and equipment of the Fort Worth Fire
Department. These services will be provided based upon available water, road and street
conditions, and distances from existing fire stations. Services will be provided to the annexation area
commencing on the effective date of the full-purpose annexation. These services include:
Basic Life Support(BLS) 1 st responder emergency medical services
Fire suppression and rescue;
Hazardous materials mitigation and regulation;
Dive rescue;
Technical rescue;
Fire Safety Education;
Aircraft/rescue/firefighting;
Fire protection system plan review; and
Inspections.
l
AX-16-005 Walsh Ranch Limited Partnership Exhibit B
These services are provided on a citywide basis. All Fort Worth firefighters are certified by the Texas
Commission on Fire Protection. On the date of annexation, the first responding fire services will
come from existing Fire Station 23, located at 3201 Portales Drive. The second responding fire
company will be from Fire Station 32, located at 10201 White Settlement Road. The Fire Department
estimates the response time to be 12.0 and 12.0 minutes, respectively.
C. Emergency Medical Services—Basic Life Support
Basic Life Support (BLS) emergency medical services by existing personnel and equipment of the
Fort Worth Fire Department will be provided to the annexation area commencing on the effective
date of the full-purpose annexation. The Fort Worth Fire Department serves as the first responder
on life threatening medical emergencies as a part of the MedStar system. All Fort Worth Fire
Department personnel are certified as Emergency Medical Technician basic level or higher. All
engines, trucks, and rescue units carry Automated External Defibrillators for use with victims who are
in cardiac arrest.
Emergency Medical Services—Advanced Life Support
Advanced Life Support response provided by MedStar is greater than 9 minutes to the full-purpose
annexation area with a potential of at least a 30-minute transport time to the nearest trauma center.
D. Solid Waste Collection
Solid waste collection shall be provided to the Annexation Area in accordance with existing City
ordinances and policies commencing on the effective date of the full-purpose annexation. For
residential collections, private solid waste service providers under contract with the City will provide
services. Residential customers using the services of a privately owned solid waste management
service provider other than the City's contracted service provider may continue to use such services
until the second anniversary of the annexation.
At the discretion of the customer, private service providers may provide solid waste collection
services for businesses and multi-family dwelling complexes having three or more units. Private
solid waste collection providers must have an active Grant of Privilege issued by the City of Fort
Worth to provide service within the city limits.
E. Operation and Maintenance of Water and Wastewater Facilities
Currently, an existing WSIV 30-inch water main is located along future Walsh Ranch Parkway.A
proposed WSIV 16-inch water main will be located along Old Weatherford Road adjacent to the
development. An existing 36-inch sewer main is located approximately 2,900 feet northeast of the
property. Water and sewer extensions are required. A$400.00 water pro rata fee per each tap for
connecting to the 30-inch water line and a capacity charge will be assessed for connecting to the 16-
inch Old Weatherford water line, must be paid prior to issuance of a building permit and at the time of
impact fee and meter deposit collection. The sewer per acre charge of$391.10 must be paid prior to
final plat filing. Revision to the comprehensive water and sewer study will be submitted for approval
prior to the first final plat submittal.
Existing occupied homes that are using water well and on-site sewer facilities (and therefore have
service) may continue to use the existing water well and on-site sewer facilities. If the existing
property owner would like to connect to the City water and sewer system, then the property owner
may request connection and receive up to 200 LF of water and sewer extension at City cost for each
occupied property lot or tract in accordance with the"Policy for the Installation of Community
Facilities" and as consistent with the Texas Local Government Code. Upon connection to the City's
water and sanitary sewer mains, water and sanitary sewage service will be provided at rates
established by City ordinances for such service at the normal rates charged throughout the City.
2
AX-16-005 Walsh Ranch Limited Partnership Exhibit B
F. Operation and Maintenance of Roads and Streets. Including Street Lightinq
The following services will be provided in the Annexation Area commencing on the effective date of
the full-purpose annexation, unless otherwise noted.
There are currently no roadways within the proposed annexation area. The owner will be responsible
for the construction of all roadways within the development with each final plat in accordance with
the City of Fort Worth's Community Facilities Agreement policy. Upon construction, inspection and
acceptance by the city, the future repair and maintenance of the roadways will be done as needed in
accordance with the TPW roadway maintenance policy.
Streetlights installed on improved public streets shall be installed in accordance with the City of Fort
Worth specifications at the time of the final plat in accordance with the Community Facilities
Agreement policy. All street lights within the proposed annexation area shall be LED lighting and
shall be inspected by the City of Fort Worth prior to acceptance for maintenance.
All regulatory signage shall be installed by the owner/developer at the time of final plat in accordance
with the latest version of the Texas Manual of Uniformed Traffic Control Devices (TMUCTD).
G. Operation and Maintenance of Parks. Playgrounds, and Swimming Pools
Residents of this property may utilize all existing parks and community service facilities throughout
the City, beginning with the effective date of the full-purpose annexation.
Existing parks, playgrounds, swimming pools and other recreational and community facilities within
this property shall remain as "Private HOA/Developer Owned and Maintained Open Space."
H. Operation and Maintenance of Any Other Publicly Owned Facility. Building or Service.
In the event the City acquires any other facilities, buildings or services necessary for municipal
services located in the Annexation Area, the appropriate City department will provide maintenance
services upon the effective date of the full-purpose annexation.
2. PROGRAM FOR PROVIDING ADDITIONAL SERVICES
In addition to the services identified above, the following services will be provided in the Annexation Area on
the effective date of the full-purpose annexation, unless otherwise noted:
A. Residents would be eligible for a free library card, which would allow them to borrow from a large
system wide of books, music and DVDs, in addition to the Internet and online databases. The Library
also has numerous programs for children, teens and adults, including story times, Early Childhood
Matters classes designed to assist families with children under five years of age, season/topical
programs, beginners' computer classes, GED and other workforce assistance. Half of the facilities
provide spaces for meetings and independent study. Residents would also have borrowing privileges
Benbrook, Burleson, Haltom City, Keller, Richland Hills and Watauga libraries.
B. The City will provide general municipal administration and administrative services.
C. The Annexation Area will be included in the Transportation and Public Works Department's
Stormwater Utility service area. Properties in this area 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, including routine maintenance (at current citywide service levels)for all public
drainage channels and for all public storm sewers within dedicated public drainage easements. The
Stormwater Utility will also provide floodplain management and information regarding flood plains, as
well as watershed development review and inspection.
3
AX-16-005 Walsh Ranch Limited Partnership Exhibit B
D. City codes, consumer health, and animal care and control ordinances and regulations, that include
but not limited to: high weeds and grass, trash and debris, solid waste, trash carts and illegal
dumping,junked and abandoned vehicles, zoning, food, daycare, public pool and spa inspections,
stray animals, cruelty and bite investigations will be enforced. Complaints of ordinance or regulation
violations within the area will be answered and investigated by existing personnel within the
appropriate Code Compliance Division beginning on the effective date of the annexation.
E. The City's building, plumbing, mechanical, electrical, and all other construction codes will be
enforced within the Annexation Area beginning with the effective date of the full-purpose annexation.
F. The City's zoning, subdivision, sign, manufactured housing,junk yard and other ordinances shall be
enforced in the Annexation Area beginning on the effective date of the full-purpose annexation.
G. All inspection services furnished by the City of Fort Worth, but not mentioned above, will be provided
to the Annexation Area beginning on the effective date of the full-purpose annexation.
H. The Environmental Management Division will provide the following services:
Emergency spills and pollution complaints response;
Storm sewer discharge pollution prevention; and
Water quality assessments for creeks.
3. PROGRAM FOR PROVIDING FULL MUNICIPAL SERVICES WITHIN 2-1/2 YEARS
In addition to the services listed above, the City will provide full municipal services to the Annexation Area
commensurate with the levels of services provided in other parts of the City except if differences in
topography, land use, and population density constitute a sufficient basis for providing different levels of
service, no later than two and one-half(2-%)years after the effective date of the full-purpose annexation. If
full municipal services cannot be reasonably provided within the aforementioned time period, the City will
propose a schedule for providing said services within a period of four and one-half(4-'/z)years after the
effective date of the annexation, and/or upon commencement of development of a subdivision within this
property, whichever occurs later.
"Full municipal services" are services provided by the annexing municipality within its full-purpose
boundaries, excluding gas or electrical service. The City shall provide the services by any of the methods by
which it extends the services to any other area of the City.
4. CAPITAL IMPROVEMENTS PROGRAM
The developer will initiate acquisition or construction of capital improvements necessary for providing full
municipal services adequate to serve the Annexation Area. Any such construction shall be substantially
completed within two and one-half(2-'/z)years after the effective date of the full-purpose annexation. If
capital improvements necessary for providing full municipal services for the Annexation Area cannot be
reasonably constructed within the aforementioned time period, the City will propose a schedule for providing
said services within a period of four and one-half(4-1/2)years, and/or upon commencement of development
of a subdivision within this property, whichever occurs later.
Acquisition or construction shall be accomplished by purchase, lease, or other contract. Any such
construction shall be accomplished in a continuous process and shall be completed as soon as reasonably
possible, consistent with generally accepted local engineering and architectural standards and practices.
A. Police Protection. No capital improvements are necessary at this time to provide police protection to
the Annexation Area. Need for construction of new facilities will be assessed periodically based on
population growth, predicted growth and call volume.
4
AX-16-005 Walsh Ranch Limited Partnership Exhibit B
B. Fire Protection. Currently, Fire Station 23 has an 12.0 minute response time to the Annexation Area.
Consideration should be given to constructing a new station and staffing new facilities prior to final
decision to complete annexation.
C. Solid Waste Collection. No capital improvements are necessary at this time to provide solid waste
collection services to the Annexation Area.
D. Water and Wastewater. The property in question has nearest existing water line just west of its west
limit. It is a 30-inch West Side IV water line. The property owner will have to extend water and sewer
in accordance to approved Quail Valley Ph2 water/sewer study# 182. Currently a 12-inch W.S IV
water line is being constructed up to this Developments South East Limit per DOE#6683 ( 1-30 to
Walsh Ranch and Old Weatherford Road Connector). The existing sewer lines (36-inch S-15313)
located miles to the East. An 18/15-inch Sewer line will be made available per D.O.E#4160"Walsh
Ranch Sanitary Sewer Ph1). Water Main Capacity Charge and Per Acre Charge will be assessed at
final plat. These fee are additional to the established water main capacity charge and sewer per acre
charge stated in the developer's agreement, there will be a capacity charge on the 16 inch water
main in Old Weatherford. The amounts due will be assed based on final plat submittal.
Vacant properties' water and sewer extensions will be installed by the Developer in accordance with
the"Policy for the Installation of Community Facilities". All water and wastewater facilities will be at
the developer's cost and as consistent with the Texas Local Government Code. Water and sewer
line sizes will be determined based upon the water/sewer study provided by the developer's
engineer. Any City participation on water and sewer facilities will be in accordance with the
"Installation Policy of Community Facilities"and the Texas Local Government Code. Upon
connection, to existing water and sanitary sewer mains, water and sanitary sewage service will be
provided at rates established by City ordinances for such service at the normal rates charged
throughout the City.
E. Roads. No future capital improvements are required.
F. Stormwater'Utility. The northern portion of the annexation area is just south of the confluence of
Mary's Creek and Little Mary's Creek and the associated FEMA floodplain. Patterson Branch, a
tributary of Mary's Creek (also with a mapped FEMA floodplain)flows across the middle portion of
the annexation area. The existing drainage infrastructure in this area is limited. Several portions of
the area have the potential for high water and nuisance drainage issues as stormwater drains across
the area.
The Stormwater Management Division prioritizes future planning and projects to reduce flooding
based on Citywide needs and considering the availability of funding. This area is included in the
upper reaches of the currently in progress Mary's Creek open channel planning effort. However, no
detailed stormwater planning has been undertaken for this specific area and no capital projects have
been identified. Any flooding problems that exist are likely to persist for the foreseeable future and
potential flood mitigation projects will compete for limited funding based on Citywide needs.
Residences should report any flooding or stormwater maintenance concerns to Stormwater
Customer Service at 817-392-8100 so the City can consider resident concerns when identifying and
prioritizing future planning, capital projects, and maintenance efforts. It is expected that typical
stormwater maintenance will be needed in the area.
G. Street Lighting. It is anticipated that new subdivisions in the Annexation Area will install street
lighting in accordance with the City's standard policies and procedures.
H. Parks Playgrounds and Swimming Pools. Capital improvements such as parkland acquisition and
development of facilities will be dictated by future land use of the area; goals established by the
Park, Recreation and Open Space Master Plan and follow the Economic Development Agreement
requirements for this development.
I. Other Publicly Owned Facilities Building or Services: Additional Services. In general, other City
functions and services, and the additional services described above can be provided for the
5
AX-16-005 Walsh Ranch Limited Partnership Exhibit B
Annexation Area by using existing capital improvements. Additional capital improvements are not
necessary to provide City services.
5. IMPACT FEES
Notwithstanding any other provision of this service plan, a landowner within the Annexation Area will not be
required to fund capital improvements necessary to provide municipal services in a manner inconsistent with
Chapter 395 of the Local Government Code governing impact fees, unless otherwise agreed to by the
landowner.
6
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 11/15/2016 - Ordinance No. 22502-11-2016
DATE: Tuesday, November 15, 2016 REFERENCE NO.: L-15968
LOG NAME: 06AX-16-005 WALSH RANCHES LIMITED PARTNERSHIP OWNER-INITIATED
SUBJECT:
Consider Institution and Adoption of Ordinance for the Owner-Initiated Annexation of Approximately 44.58
Acres of Land in Parker County, Located West of Walsh Ranch Parkway and North of IH-30, in the Far
West Planning Sector, AX-16-005 (COUNCIL DISTRICT 3)
RECOMMENDATION:
It is recommended that the City Council institute and adopt the attached ordinance annexing
approximately 44.58 acres of land located west of Walsh Ranch Parkway and north of IH-30, for full
purposes as shown on Exhibit A.
DISCUSSION:
On August 30, 2016, Walsh Ranches, Limited Partnership submitted an application for full-purpose
annexation to address gaps in previous owner-initiated annexations. The 44.58 acres is situated in Parker
County within the City of Fort Worth, located west of Walsh Ranch Parkway and north of IH-30. The
proposed annexation areas are comprised of improved right-of-way and vacant land. The property is
already annexed for limited purposes and is subject to zoning, as part of the larger Walsh Ranch
development.
This area is zoned Planned Development "PD"which will include 35 residential uses, private open space
uses and street rights-of-way.
The proposed uses were considered while assessing the financial impact to the General Fund. This site
has five agriculturally tax-exempt parcels and produces tax revenue of approximately $865.00 annually.
The city tax revenue is expected to have a positive fiscal impact over the next 10 years after the proposed
development is 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 annual 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-16-005.
If annexed for full-purposes the area will remain part of COUNCIL DISTRICT 3, Mapsco 761C, 761 G,
761 H, 761 M and 761 R.
This M&C does not request approval of a contract with a business entity.
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that based upon the proposed development, the annexation will have a
long-term positive impact to the General Fund.
Logname: 06AX-16-005 WALSH RANCHES LIMITED PARTNERSHIP OWNER-INITIATED Page 1 of 2
FUND IDENTIFIERS (FIDs):
TO
Fund Department ccoun Project Program ctivity Budget Reference # moun
ID ID Year Chartfeld 2
FROM
Fund Department ccoun Project Program ctivity Budget Reference # moun
ID ID Year (Chartfield 2)
CERTIFICATIONS:
Submitted for City Manager's Office by: Fernando Costa (6122)
Originating Department Head: Randle Harwood (6101)
Additional Information Contact: Leo Valencia (6942)
Logname: 06AX-16-005 WALSH RANCHES LIMITED PARTNERSHIP OWNER-INITIATED Page 2 of 2