HomeMy WebLinkAboutOrdinance 9618a~~
ORDINANCE NO. ~
AN C)i.~INANCE AMENDING SECTIONS 2, 3, 4 AND 6 OF
ORDINANCE N0. 7323, AS AMENDED, BY REVISING THE
BOUNDARIES OF SINGLE MEMBER DISTRICTS NUMBERS 2, 3,
4, AND 6; MAKING THIS ORDINANCE CUMULATIVE OF ALL
ORDINANCES; REPEALING ALL ORDINANCES AND PROVISIONS
IN CONFLICT HEREWITH; PROVIDING A SEVERABILITY
CLAUSE; PROVIDING FOR ENGROSSMENT AND ENROLLMENT OF
THIS ORDINANCE; AND PROVIDING AN EFFECTIVE DATE.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT
WORTH, TEXAS:
.SECTION 1.
That Section 2 of Ordinance No. 7323, as amended, be and
the same is hereby amended and, after being so amended, shall
hereafter read and be as follows:
"SECTION 2.
For the purpose of determining the qualifications as to
candidacy, election. or appointment of a member to Place No. 2 of
the City Council of the City of Fort Worth, District No. 2 shall
be, and the same is hereby, established and shall comprise all
of that portion of the City located within the following des-
cribed boundary:
District No. 2
BEGINNING in Western Boulevard (Watauga-Smithfield) at the
intersection of its centerline with the centerline of Beach
Street (County Road No. 2053);
THENCE South with Beach Street to the T & P Railroad;
THENCE Southwesterly along T & P Railroad to Sylvania;
THENCE South with Sylvania Street to Yucca Street;
THENCE West with Yucca Street to Oakhurst Scenic Drive;
THENCE due South to the West Fork of the Trinity River;
THENCE Southeasterly with said river with its meanders to
East 1st Street projected to said river;
THENCE East with East 1st Street to Sylvania;
THENCE South with Sylvania to its intersection with the
CRI&P Railroad;
THENCE Southwesterly with the CRI&P Railroad to its inter-
section with the FW&DC Railroad;
THENCE Northerly with said Railroad to the intersection
with Poindexter extended;
THENCE West with Poindexter to Samuels Avenue;
THENCE Northwesterly with Samuels to Northside Drive;
THENCE Westerly with Northside Drive to the West Fork of
the Trinity River;
THENCE Southerly with said river to N.E. 9th Street pro-
jected;
THENCE West with N.E. 9th Street to North Main Street;
THENCE North with North Main Street to the St.L.&SW Rail-
road;
THENCE South with said railroad to the West Fork of the
Trinity River;
THENCE West with said river to the Western Rockwood Park
boundary;
THENCE North with said boundary to Ohio Garden Road;
THENCE East with Ohio Garden Road to Jacksboro Highway
(S.H. 199);
THENCE Northwesterly with Jacksboro Highway (S.H. 199) to
the intersection of said highway, S.H. 183 and City limit
boundary with River Oaks;
THENCE West, South, West and North with the common City
limit boundary with River Oaks to the Southerly City limits
of Sansom Park;
THENCE Northerly with said City limits to Azle Avenue;
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THENCE Northwesterly with Azle Avenue to its intersection
with the Lake Worth Village City limits;
THENCE North with said City limits to N.W. I-820;
THENCE East with N.W. I-820 to the Southwesterly right-of-
way of the F.W.&D.C. Railroad;
THENCE continuing along and with the Southwesterly right-
of-way line of the F.W.D.C. Railway South 43 degrees East
1 , 91 1 feet to a point for the beginning of a curve to the
right;
THENCE Southwesterly, along and with said curve to the
right, 315.5 feet;
THENCE continuing Southwesterly, along and with said curve
to the right, 550.7 feet to a point for corner in the North
right-of-way line of the F.W.&D.C. Railway Spur Track;
THENCE West,, along and with the North right-of-way line of
the F.W.&D.C. Railway Spur Track, 3,908 feet to a point for
corner which stands approximately 1,445 feet West from the
Centerline of Blue Mound Road;
THENCE South 50 feet to a point for corner in the South
right-of-way line of the F.W.&D.C. Railway Spur Track;
THENCE East, along and with South right-of-way line of the
F.W.&D.C. Railway Spur Track, 4,408 feet to a point for the
s beginning of a curve to the right with a radius of 573.69
feet;
THENCE Southeasterly, along and with said curve to the
right, 532.6 feet to a point for corner;
THENCE South 36 Degrees-45 Minutes-30 Seconds East 1,146
feet to a point for corner;
THENCE South 53 Degrees-14 Minutes-30 Seconds West 240 feet
to a point for corner;
THENCE South 36 Degrees-45 Minutes-30 Seconds East 1,320
feet to a point for corner in the North right-of-way line
of Terminal Road;
THENCE East, along and with the North right-of-way line of
Terminal Road, 246.6 feet to a point for corner;
THENCE South 55 Degrees East, along and with the Northerly
right-of-way line of Terminal Road, approximately 685 feet
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to a point for corner in the West right-of-way of Deen
Road;
THENCE North, along and with the West right-of-way line of
Deen Road, approximately 610 feet to a point for corner in
the Northeasterly right-of-way line of the F.W.&D.C. Rail-
way;
THENCE North 36 Degrees-45 Minutes-30 Seconds West, along
and with the Northeasterly right-of-way line of the
F.W.&D.C. Railway 2,924 feet to a point for corner;
THENCE North 36 Degrees-44 Minutes West 841.1 feet to a
point for corner;
THENCE North 44 Degrees-18 Minutes West 918.7 feet to a
point for corner;
THENCE North 36 Degrees-44 Minutes West, 3,947.5 feet to a
point for corner in the East right-of-way of Blue Mound
Road (State Farm to Market Highway No. 156);
THENCE North, along and with the East right-of-way line of
Blue Mound Road (State Farm to Market Highway No. 156), to
a point for corner at its intersection with the South
right-of-way line of Cantrell-Sansom Road (County Road No.
4001);
THENCE East, along and with the South right-of-way line of
Cantrell-Sansom Road (County Road No. 4001), to a point for
corner South from the Southeast City limit line corner of
the City of Blue Mound.
THENCE North 30 feet to a point for the Southeast corner of
the Blue Mound City limit line;
THENCE along and with the Blue Mound City limit line;
THENCE North, along and with the East line of the David
Cook Survey, Abstract No. 345, a distance of 2,812.2 feet
to a 1 inch pipe for the Southeast corner of the 10 acre
tract conveyed to Frank Poplawski by deed of record in
volume 2026, Page 366 of the Deed Records of Tarrant
County, Texas;
THENCE North 89 Degrees West, along and with the South line
of said 10 acre tract, 208.7 feet to a 1 inch pipe for its
Southwest corner;
THENCE North, along and with the West line of said 10 acre
tract, 1,000.5 feet to a 1 inch pipe for corner;
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THENCE North 89 Degrees West. 600 feet to a pipe for corner;
THENCE North, 1,093.17 feet to a point for the Northeast
corner of the Blue Mound city limit line, and continuing
North along and with said line produced to a point for cor-
ner at its intersection with the North right-of-way line of
Saginaw East Road (County Road No. 4020);
THENCE West, along and with the North right-of-way line of
Saginaw East Road (County Road No. 4020) to a point for
corner at its intersection with the East right-of-way line
of Blue Mound Road (State Farm to Market Highway No. 156),
which point for corner is also in the Fort Worth and
Saginaw common boundary line;
THENCE North and Northwesterly, along and with the East and
Northeasterly right-of-way line of State Farm to Market
Highway No. 156, and along with the Fort Worth and Saginaw
common boundary line, to a point for corner at its inter-
section with a line 804.1 feet North from and parallel to
the centerline of Haltom-Baily-Boswell Road (County Road
No. 4040);
THENCE West, along and with a line 804.1 feet North from
and parallel to the centerline of Haltom-Baily-Boswell Road
(County Road No. 4040), and along and with the Fort Worth
and Saginaw common boundary line, to a point for corner at
its intersection with the East right-of-way line of Wagley-
-Robertson Road (County Road No. 4108);
THENCE North, along and with the East right-of-way line of
Wagley-Robertson Road (County Road No. 4108), a distance of
3,309.5 feet to a point for corner;
THENCE West, along and with the North right-of-way line of
Wagley-Robertson Road (County Road No. 4108), a distance of
422.2 feet to a point for corner;
THENCE North, along and with the East right-of-way line of
Wagley_Robertson Road (County Road No. 4108), a distance of
10,460 feet to a point for corner at its intersection with
the South right-of-way line of Hicks Road (County Road No.
4005);
THENCE East, along and with the South right-of-way line of
Hicks Road (County Road No. 4005), a distance of 4,083.3
feet to a point for corner at its intersection with the
East right-of-way line of the G.C.&S.F. Railway;
THENCE North, along and with the East right-of-way line of
the G.C.&S.F. Railway, to a point for corner at its inter-
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section with a line 500 feet Northeasterly from and
perpendicular to the Northeasterly right-of-way line of
U.S. Highway No. 81-287;
THENCE Southeasterly, along and with a line 500 feet North-
easterly from and parallel to the Northeasterly right-of-
way line of U.S. Highway No. 81-287, to a point for corner
at its intersection with the South right-of-way line of
Hicks Road (County Road No. 4005);
THENCE South 89 Degrees-43 Minutes East, along and with the
South right-of-way line of Hicks Road, 570 feet to a point
for the Northeast corner of the Texas Livestock Marketing
Association 19 acre tract;
THENCE South, along and with the East line of the said 1.9
acre tract, 735 feet to a point for corner at its intersec-
tion with a line 500 feet Northeasterly from and parallel
to the Northeasterly right-of-way line of U.S. Highway No.
81-287;
THENCE Southeasterly, along and with a line 500 feet North-
easterly from and parallel to the Northeasterly right-of-
way line of U.S.Highway 81/287, to a point for corner in
the North line of the tract conveyed to Burt Shield, being
Tract 2-A, William Redfield Survey, Abstract No. 1348, on
the City Tax Records;
THENCE West along said line 55 feet;
THENCE South 285.6 feet;
THENCE East 305 feet to a point for corner in the line 500
feet Northeasterly from and parallel to the Northeasterly
right-of-way line of U.S. Highway No. 81/287;
THENCE Southeasterly, along and with a line 500 feet North-
easterly from and parallel to the Northeasterly right-of-
way line of U.S. Highway No. 81/287, to a point for corner
200 feet North from the South line of the William Redfield
Survey, Abstract No. 1348;
THENCE West 140 feet to a point for corner;
THENCE South 200 feet to a point for corner in the South
line of the William Redfield Survey;
THENCE East, along and with the South line of the William
Redfield Survey, 290 feet to a point for corner at its
intersection with a line 500 feet Northeasterly from and
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parallel to the Northeasterly right-of-way line of U.S.
Highway No. 81-287;
THENCE Southeasterly, along and with a line 500 feet North-
easterly from and parallel to the Northeasterly right-of-
way line of U.S. Highway No. 81-287, to a point for corner
at its intersection with the East line of the S. Lockhart
Survey, Abstract No. 977;
THENCE South, along and with the East line of the S. Lock-
hart Survey, to a point for corner 400 feet Northeasterly
from at right angles to the Northeasterly right-of-way line
of U.S. Highway No. 81-287;
THENCE Southeasterly, along and with a line 400 feet North-
easterly from and parallel to the Northeasterly right-of-
way line of U.S. Highway No. 81-287, to a point for corner
in the North line of the 15.4 acre tract in the J. Walker
Survey, Abstract No. 1600, conveyed by T.B. Hart to Allen
Blair, Don Chambless, Bob O'Dell, Don Norris, (Vista
Industries), February 11, 1969 and recorded in
Volume 4682, Page 351 of the Deed Records of Tarrant
County, Texas;
THENCE East, along and with the North line of the said 15.4
acre tract to its Northeast corner, and continuing along
and with said North line produced to a point for corner in
the West right-of-way line of Harmon Road (County Road No.
4105);
THENCE South, along and with the West right-of-way line of
Aarmon Road (County Road No. 4105), to a point for corner
500 feet, measured at right angles, Northeasterly from the
Northeasterly right-of-way line of U.S. Highway No. 81-287;
THENCE Southeasterly, along and with a line 500 feet North-
easterly from and parallel to the Northeasterly right-of-
way line of U.S. Highway No. 81-287, to a point for corner
at its intersection with the South right-of-way line, pro-
- duced West, of Thompson Road (County Road No. 4104);
THENCE East, along and with the South line of Thompson Road
(County Road No. 4104) produced West, to a point for corner
in the East right-of-way line of Interstate Highway No.
35W;
THENCE North No Degrees-03 Minutes East, along and with the
East right-of-way line of Interstate Highway No. 35W, a
distance of 260 feet to a concrete monument a point for
corner;
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THENCE North 89 Degrees-35 Minutes East a distance of 2,968
feet to an iron pin for corner in the West right-of-way
line of Old Denton Road (County Road No. 4048);
THENCE North, along and with the West right-of-way line of
Old Denton Road (County Road No. 4048), to a point for
corner at its intersection with the South right-of-way line
of Keller-Hicks Road (County Road No. 4033);
THENCE East, along and with the South right-of-way line of
Keller-Hicks Road (County Road No. 4033), to a point for
corner 100 feet West from the West right-of-way line of
Beach Street (Alta Vista Road) (County Road No. 4053);
THENCE South, West, South, West, South and East, along and
with a line 100 feet West, North, West, North, West and
South from and parallel to the West, North, West, North,
West and South right-of-way line of Alta Vista Road (County
Road No. 4053) to a point for corner in the East line of
the William Bostick Survey, Abstract No. 210;
THENCE South, along and- with the East line of the William
Bostick Survey, to a point for the Northwest corner of the
Walter Converse Survey, Abstract No. 248;
THENCE East, along and with the North line of the William
Converse Survey, Abstract No. 248, to a point for corner at
its intersection with the West right-of-way line of Ray
White Road (County Road No. 4066);
THENCE North, along and with the West right-of-way line of
Ray White Road (County Road No. 4066), to a point for
corner at its intersection with the South right-of-way line
of Wall Price-Keller Road (County Road No. 4046), produced
West;
THENCE East, to and along and with the South right-of-way
line of Wall Price-Keller Road (County Road No. 4046), to a
point for corner at its intersection with the West right-
-of-way line of State Highway No. 377;
THENCE Southwesterly, along and with the West right-of-way
line of State Highway No. 377, to a point for corner in the
North line of the David L. Hall Survey, Abstract No. 700,
which point for corner is also in the Watauga city limit
line;
THENCE West, along and with the North line of the David L.
Hall Survey and along and with the Watauga city limit line,
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to a point for the Northwest corner of the David L. Hall
Survey;
THENCE South, along and with the West line of the David L.
Hall Survey and along and with the Watauga city limit line,
to a point for corner in the North right-of-way line of
Western Boulevard (Watauga Road) (County Road No. 4022),
which point for corner is also in the Fort Worth and Haltom
City common boundary line ordered, adjudged and decreed in
Cause No. 48832-C in the District Court of Tarrant County,
Texas, 48th Judicial District, December 18, 1967;
THENCE along and with the Fort Worth and Haltom City common
boundary line as ordered, adjudged and decreed;
THENCE West, along and with the North right-of-way line of
Western Boulevard to the PLACE OF BEGINNING.
(References are to the Centerlines of streets and
their intersections)."
SECTION 2.
That Section 3 of Ordinance No. 7323, as amended, be and
the same is hereby, amended and, after being so amended, shall
hereafter read and be as follows:
' ~ "SECTION 3.
For the purpose of determining the qualifications as to
candidacy, election or appointment of a member to Place No. 3 of
the City Council of the City of Fort Worth, District No. 3 shall
be, and the same is hereby, established and shall comprise all
of that portion of the City located within the following
described boundary:
District No. 3
BEGINNING at the intersection of Silver Creek Road and
Highway Northwest I-820 and the White Settlement City limit
line;
THENCE following the White Settlement City Limit line in a
counter-clockwise direction, with its meanders, to its
intersection with a South line of the Westworth Village
City Limit;
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THENCE East with the Westworth Village Southerly City Limit
line to Roaring Springs Road;
THENCE South with Roaring Springs Road to the Westover
Hills City Limit line;
THENCE following the Westover Hills City Limit line in a
counter-clockwise direction to a point of the northerly
projection of Spanish Trail;
THENCE South with Spanish Trail to Pershing Avenue;
THENCE Southwesterly with Pershing Avenue to Guilford Road;
THENCE Southerly with Guilford Road to Vickery Boulevard;
THENCE Easterly with Vickery Boulevard to Clymer Street;
THENCE North with Clymer to Valentine Street;
THENCE Northeasterly with Valentine to I-30;
THENCE East with I-30 to the Clear Fork Trinity River;
THENCE Southwesterly with said river and its meanderings to
Hulen Street;
THENCE South with Hulen Street to the Clear Fork Trinity
River Diversion Channel (No Named Creek);
THENCE _Easterly with said Diversion Channel and its mean-
derings to Overton Park Drive East;
THENCE South with Overton Park Drive East to Ranch View
Road ;
THENCE Easterly with Ranch View Road to Bellaire Circle;
THENCE Southeasterly with Bellaire Circle to Encanto Drive;
THENCE Southerly and Southeasterly along Encanto Drive to
Trail Lake Drive;
THENCE South with Trail Lake Drive to West Seminary Drive;
THENCE East with West Seminary Drive to the G.C. & S.F.
Railroad;
THENCE Southwesterly with the G.C. & S.F. Railroad to High-
way I-20;
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THENCE Southeasterly with Highway I-20 to Vega Drive;
THENCE South with Vega Drive to Walton;
THENCE West with Walton to the G.C. & S.F. Railroad
THENCE Southwest with the G.C. & S.F. Railroad to the point
30 Feet North of Dirks Road (County Road No. 1043);
THENCE South to a point for corner in the south right-of-
way line of Dirks Road (County Road No. 1043 and future
Altamesa Boulevard);
THENCE West along and with the south right-of-way line of
Dirks Road (County Road No. 1043 and future Altamesa
Boulevard) to a point for corner in the east line of the
Claiborne Johnson Survey, Abstract No. 849, produced North;
THENCE South to a point for the Northeast corner of the
Claiborne Johnson Survey, Abstract No. 849;
THENCE West, along and with the North lines of the
Claiborne Johnson Survey, Abstract No. 849, the William W.
Warnell Survey, Abstract No. 1616, and the James Sharp
Survey, Abstract No. 1386, to a point for the Northwest
corner of the James Sharp Survey;
THENCE South, along and with the West line of the James
Sharp Survey, Abstract No. 1386, to a point for the North-
east corner of the James O. Quinn Survey, Abstract
No. 1257;
THENCE West, along and with the North Line of the James 0.
Quinn Survey, Abstract No. 1257, to a point for the South-
west corner of the F. S. Mervin Survey, Abstract No. 1910;
THENCE North, along and with the West line of the F. S.
Mervin Survey, Abstract No. 1910, to a found pin being the
Southwest corner of the H. A. Lounes Survey, Abstract
No. 1999;
THENCE South 02 Degrees 06 Minutes 00 Seconds East, a
distance of 664.20 feet to a Corps. of Engineers Monument
(A-28) found for corner;
THENCE S 66 Degrees 58 Minutes 30 Seconds East, a distance
of 390.80 feet to a 3/4 inch iron rod found for the point
of curvature of a curve to the right having a radius of
256.48 feet;
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THENCE Southeasterly with said curve to the right through a
central angle of 66 Degrees 45 Minutes 00 Seconds an arc
distance of 298.80 feet to a 3/4 inch iron rod found for
the point of tangency of said curve;
THENCE South 00 Degrees 13 Minutes 30 Seconds East, a
distance of 4,650.50 feet to a 3/4 inch iron rod found for
corner;
THENCE South 44 Degrees 46 Minutes 30 Seconds West, a
distance of 42.40 feet to a 3/4 inch iron rod found for
corner;
THENCE South 00 Degrees 13 Minutes 30 Seconds East, a
distance of 107.80 feet to a 3/4 inch iron rod found for
corner;
THENCE South 74 Degrees 59 Minutes 45 Seconds West, a
distance of 438.90 feet to a point for corner;
THENCE North 53 Degrees 48 Minutes 15 Seconds West, a
distance of 2,610.40 feet to a 3/4 inch iron rod found for
corner;
THENCE North 89 Degrees 17 Minutes 15 Seconds East, a
distance of 869.00 feet to a 3/4 inch iron rod found for
corner;
THENCE South 33 Degrees 08 Minutes 15 Seconds East, a
distance of 1,937.40 feet to a 3/4 inch iron rod found for
corner;
THENCE North 89 Degrees 58 Minutes 45 Seconds West, a
distance of 5,112.60 feet to a 3/4 inch iron rod found for
corner;
THENCE South 89 Degrees 59 Minutes 00 Seconds West, a
distance of 2,773.87 feet to a point for corner;
THENCE South 03 Degrees 47 Minutes 03 Seconds East,
3,860.91 feet to a 1/2" iron pin;
THENCE South 89 Degrees 58 Minutes 25 Seconds West,
1,812.94 feet to a 1/2" iron pin;
THENCE North 00 Degrees 02 Minutes 23 Seconds West,
1,320.02 feet to a 1/2" iron pin;
THENCE South 89 Degrees 36 Minutes 07 Seconds West,
1 , 1 35.30 feet to a 1/2" iron pin in the east line of said
U.S. Highway No. 377;
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THENCE North ,along the east line of said U.S. Highway No.
37? to a line 50 feet South from and parallel to the South
line of the T.&N.O. RR Co. Survey and its south line
produced West, to a point for corner 50 feet West from the
West line of the D.H. Dixon Survey, Abstract No. 442,
produced West;
THENCE North, to and along and with a line 50 feet West
from and parallel to the West line of the D.H. Dixon
Survey, to a point for intersection of said line and the
south right-of-way of the Texas & Pacific RR Co.;
THENCE East along the south right-of-way of the T&P RR Co.
to a point for intersection with the common boundary be-
tween Benbrook and Fort Worth prescribed in the City of
Fort Worth Ordinances 3767, 6036, 4882, 3846 to the inter-
section of Highway I-820;
THENCE Northwesterly, along and with the West right-of-way
line of Highway I-820 to a point 100.00 feet North of and
parallel to the South line of said T.G. Zachary survey.
THENCE West 3952.19 feet along a line 100.00 feet North of
and parallel to the South line of said T.G. Zachary Survey
to a 1/2" iron pin at the southwest corner of the tract
herein described.
Beginning at a 1/2" iron pin from the southwest corner of
the tract herein described, said iron pin being west
1250.79 feet and north 100.00 from a stone at the southwest
corner of the said T.G. Zachary Survey and a re-entrant
corner of the said James Elliott Survey;
THENCE North 1847.78 feet to a 1/2" iron pin, said iron pin
being a line estimated to be the 100-year flood limit on
the southerly side of Mary's Creek;
THENCE generally Northerly, along and with the middle of
Mary's Creek, with its meanders, to a point for corner at
its intersection with the South right-of-way line of U.5.
Highway No. 80 West;
THENCE West, along and with the South right-of-way line of
U.S. Highway No. 80 West, to a point for corner at its
intersection with the West line of the S. Pettit Survey,
Abstract No. 1234;
THENCE South 00 Degrees-41 Minutes West, along and with the
West line of the S. Pettit Survey, Abstract No. 1234, a
distance of 2,867.5 feet to its Southwest corner;
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THENCE South 89 Degrees-37 Minutes-l5 Seconds East, along
and with said survey line, 2,415.3 feet to the Northeast
corner of the J.H, Bursey Survey, Abstract No. 241;
THENCE South 00 Degrees-23 Minutes West 1,326.9 feet to the
`Southeast corner of said Bursey Survey;
THENCE North 89 Degrees-41 Minutes West 1,857.1 feet to the
Southerly Northeast corner of the C.E. Burkham Survey,
Abstract No. 246;
THENCE South No Degrees-13 Minutes West 1,221.5 feet to the
Southeast corner of said Burkham Survey;
THENCE North 89 Degrees-38 Minutes West 3,114.9 feet to the
Southwest corner of said Burkham Survey;
THENCE North No Degrees-10 Minutes-15 Seconds East 2,796.7
feet to the Northwest corner of said Burkham Survey;
THENCE North 1 Degree - 08' East 1442.67 feet to a point
for corner;
THENCE West 142.0 feet to a point for corner, same being
the Northeast corner of Lot 1, Block 12, Linkwood Estates,
as recorded in Volume 388-7, Page 136, Plat Records,
Tarrant County, Texas, said point being the South line of
Linkway Drive;
THENCE West 1 Degree - 08' East to and along the East line
of Block 11, of said Linkwood Estates 860.0 feet to a point
in same, said point being 10.0 feet South of the Southeast
corner of Lot 4 of said Block 11;
THENCE East 142.0 feet to a point for corner;
THENCE North 565.83 feet to a point for corner in the South
right-of-way line of Interstate Highway No. 20.
THENCE West, along and with the South right-of-way line of
Highway I-20, to a point for corner in the West line of
Tarrant County;
THENCE North, along and with the West line of Tarrant
County, to a point for corner at its intersection with the
North right-of-way line of Old U.S. Highway No. 80 West;
THENCE East, along and with the North right-of-way line of
Old U. S. Highway No. 80 West to a point for corner at its
intersection with a line 300 feet Northwesterly and perpen-
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dicular to the Northwesterly right-of-way line of Inter-
state Highway I-20;
THENCE Northwesterly, along and with a line 300 feet North-
westerly from and parallel to the Northwesterly right-of-
way line of Interstate Highway I-20, to a paint for corner
at its intersection with the West right-of-way line of
Chapin School Road;
THENCE North, along and with the West right-of-way line of
Chapin School Road (County Road No. 1041), to a point for
corner at its intersection with the South right-of-way line
of Old Weatherford Road (County Road No. 1029);
THENCE North 89 Degrees-21 Minutes West, along and with the
South right-of-way line of County Road NO. 1029, a distance
of 2,509.79 feet to its ell;
THENCE North 00 degrees-52 minutes east for a distance of
604.5 feet;
THENCE North 00 degrees-37 minutes east for a distance of
659.7 feet;
THENCE North 86 degrees-07 minutes west for a distance of
107.0 feet;
THENCE South 01 degrees-51 minutes west for a distance of
200.0 feet;
_ THENCE South 81 degrees 16 minutes east for a distance of
42.6 feet;
THENCE South 00 degrees-49 minutes west for a distance of
459.4 feet to a point in the north line of Old Weatherford
- Chapin (County Road 1029);
THENCE North 89 degrees-06 minutes-40 seconds west along
the north line of Old Weatherford-Chapin Road (County Road
1029) 2,688.35 feet;
THENCE North 01 degree-01 minutes-35 seconds east for a
distance of 1,507.15 feet;
THENCE South 89 degrees-24 minutes-45 seconds east for a
distance of 2,728.5 feet to a point;
THENCE North from said point to the south right-of-way of
Old Weatherford Road (County Road No. 1022);
-15-
r
THENCE along and with the South right-of-way line of County
Road No. 1022 6,068.57 feet to a point for corner;
THENCE North 5009.27 feet to an iron pin on the north line
of Nathaniel Holbrook Survey, Abstract No. 647;
THENCE East along the north line of the Nathaniel Holbrook
Survey, Abstract No. 647 to a point for corner in the west
line of the J.M. McHorse Survey, Abstract No. 1087;
THENCE North, along and with the West lines of the J.
McHorse and J.M. Steiner Surveys, and continuing along said
line produced North to its intersection with the middle of
Live Oak Creek;
THENCE Northeasterly, down the middle of Live Oak Creek,
with its meanders, to its intersection with the North line
of the J.M. Smallwood Survey, Abstract No. 1485, in the
South line of the Jacob Wilcox Survey, Abstract No. 1725;
THENCE West, along and with the South line of the Jacob
Wilcox Survey, to its Southwest corner;
THENCE North, along and with the West line of the Jacob
Wilcox Survey, Abstract No. 1725, to a point for its North-
west Corner;
THENCE East, along and with the North line of the Jacob
Wilcox Survey, Abstract No. 1725, a distance of 425 feet;
THENCE South, Southeasterly, South, East along Silver Creek
Road to the POINT OF BEGINNING.
(References are to the Centerline of streets and
their intersections)."
SECTION 3.
That Section 4 of Ordinance No. 7323, a~s amended, be, and
the same is hereby, amended and, after being so amended, shall
hereafter read and be as follows:
"Section 4.
For the purpose of determining the qualifications as to
candidacy, election or appointment of a member to Place No. 4 of
the City Council of the City of Fort Worth, District No. 4 shall
-16-
be, and the same is hereby, established and shall comprise all
of that portion of the City located within the following
described boundary:
District No. 4
BEGINNING at a point for corner in the East line of Tarrant
County, Texas, at its intersection with the Northerly
right-of-way line of State Highway No. 183, which point of
beginning is approximately 1,060 feet West and 530 feet
North from the Southeast corner of the J. W. Thomas Survey,
Abstract No. 1732;
THENCE South, along and with the East line of Tarrant
County, to a point for corner at its intersection with the
middle of the Trinity River;
THENCE in a generally Northwesterly direction, up the
middle of the Trinity River, with its meanders, to a point
for corner at its intersection with the East line of the
J. Estill Survey, Abstract No. 491;
THENCE South, along and with the east line of the J. Estill
Survey, Abstract No. 491, to a point for corner at its
intersection with the South bank of the Trinity River;
THENCE Northwesterly, along and with the Westerly right-
of-way line of State Highway No. 360, to a point for corner
at its intersection with the South right-of-way line of the
CRI&G Railroad;
THENCE Southwesterly, along and with the Southerly right-
of-way line of the CRI&G Railroad, to a point for corner at
its intersection with the East line of the 74 acres tract
out of the William R. Loving Survey, Abstract No. 944, con-
veyed to Georgia Reeves Ellis by deed recorded in Volume
3503, Page 275 of the Deed Records of Tarrant County,
Texas;
THENCE South, along and with the East line of the Duncan
and Ellis ?4 acre tract, approximately 2,200 feet to a
stone on the South bank of the Trinity River for its
Southeast corner, which corner is also the Northeast corner
of the 20 acre tract out of the William R. Loving Survey,
Abstract No. 944, to M. G. Reeves by deed recorded in
Volume 4916, Page 647 of the Deed Records of Tarrant
County, Texas;
THENCE South, along and with the East line of the Reeves 20
acre tract, 348 varas to its Southeast corner in the South
-17-
line of the William R. Loving Survey, Abstract No. 944, and
950 varas from its Southeast corner;
THENCE East, along and with the South line of the
William R. Loving Survey, Abstract No. 944, and along and
with the North line of the Ruth Brown (alias Smith) Survey,
Abstract No. 150, and along and with the .North line of the
177.92 acre tract conveyed to Texas Industries, Inc., 535
varas to a point for the Northeast corner of the Texas
Industries, Inc. 177.92 acre tract;
THENCE South, along and with the East line of the Texas
Industries, Inc. tract approximately 1,150 feet to the
Northwest corner of the 200 acre tract conveyed to the City
of Fort Worth by deed recorded in Volume 4762, Page 895 of
the Deed Records of Tarrant County, Texas, being described
therein as Parcel No. 1;
THENCE North 89 degrees 38 minutes 16 seconds East, along
and with the North line. of the City of Fort Worth 200 acre
tract, 2,951.86 feet to its Northeast corner;
THENCE South No degrees 58 minutes 1.6 seconds East, along
and with the East line of the City of Fort Worth 200 acre
tract, 2,939.39 feet to a point for its Southeast corner;
THENCE South 89 degrees 19 minutes 34 seconds West, along
and with the South line of the City of Fort Worth 200 acre
tract, 2,975.41 feet to its Southwest corner, in the East
line of the 1.73 acre conveyed to the City of Fort Worth by
deed recorded n Volume 4762, Page 895 of the Deed Records
of Tarrant County, Texas, and described therein as
Parcel No. 2;
THENCE West, along and with the South line of the City of
Fort Worth 200 acre produced West to a point for corner
which is 450 feet East from the East line of the J.
Armendaris Survey, Abstract No. 57;
THENCE South, along and with a line 450 feet East from and
parallel to the East line of the J. Armendaris Survey,
Abstract No. 57, and continuing South, along and with a
line 450 feet East from and parallel to the East line of
the J. L. Hallum Survey, Abstract No. 723, to a point for
corner at its intersection with the North line of the 75
foot wide easement to Texas Electric Service Company;
THENCE North 88 degrees 41 minutes West, along and with the
North line of the 75 foot wide TESCO easement, 1,788.92
-18-
feet to a point for corner at its intersection with a City
of Fort Worth Village Creek Wastewater Treatment Plant Site
tract line;
THENCE South 45 degrees West, along and with the City of
Fort Worth Village Creek Wastewater Treatment Plant Site
tract line 478 feet to a point for corner;
THENCE West, along said tract line, 917.8 feet to a point
for corner at its intersection with the middle of Village
Creek;
THENCE in a generally Southerly direction, up the middle of
Village Creek, with its meanders, to a point for corner at
its intersection with the South right-of-way line of Randol
Mill Road;
THENCE Northwesterly, along and with the South right-of-way
1 ine of Randol Mill Road, to a point for corner at its in-
tersection with the South right-of-way of Meadowbrook
Drive;
THENCE West, along and with the South right-of-way line of
Meadowbrook Drive, approximately 650 feet to a point for
the most Northerly Northeast corner of Interlochen Addition
to Arlington, Texas;
THENCE South 88 degrees 55 minutes West, along and with the
North line of the Interlochen Addition tract and along with
the South right-of-way line of Meadowbrook Drive, 1,459.70
feet to a point for corner;
THENCE South 8 degrees 23 minutes East, along and with the
Interlochen Addition tract line, 186.50 feet to an iron rod
for corner;
THENCE South, 196.55 feet to an iron rod for corner;
THENCE South 66 degrees 22 minutes 30 seconds West, 640.5
feet to an iron rod for corner;
THENCE South 02 degrees 12 minutes 03 seconds East, 53.62
feet to an iron rod for corner;
THENCE South with the lines of the Interlochen Addition to
Fort Worth Sanitary Sewer Main M-244-A;
THENCE Southwesterly and South with said Sanitary Sewer
Main to a point for corner in the Northeasterly part of the
Robert R. Ramey Survey, Abstract No. 1341;
-19-
3
THENCE along the said City limits line with said sanitary
sewer main as follows:
South 69 degrees 57 minutes 4z seconds we~t;'~ at'"°9'2~6`:20-;feet ~M° -~
passing through the center of a sanitary sewer manhole and
continuing in all a total distance of 1929.71 feet to a
point at the center of a sanitary sewer manhole;
South 52 degrees 14 minutes 31 seconds West, 1445.05 feet
to a point at the center of a sanitary sewer manhole;
South 40 degrees 56 minutes 13 seconds West, 167.88 feet to
a point in the West boundary line of the tract of land con-
veyed to Village Creek Joint Venture by the deed recorded
in Volume 7796, Page 712, of the Deed Records of Tarrant
County, Texas;
THENCE North along said west boundary to a point for corner
in the southeast corner of Tract 31B of the R. R. Ramey
Survey No. 1341;
THENCE West along the south boundary of said Tract 31B of
the R. R. Ramey Survey No. 1341 to an iron pin;
THENCE South 34 degrees 22 minutes east a distance of
277.95 feet to an iron pin;
THENCE South 13 degrees 18 minutes east a distance of
260.65 feet to an iron pin;
THENCE South 28 degrees 47 minutes east a distance of
130.05 feet to arr iron pin;
THENCE South 24 degrees 45 minutes east a distance of
201.77 feet to an iron pin;
THENCE South 89 degrees 31 minutes east a distance of
1122.80 feet to an iron pin;
THENCE South 89 degrees 31 minutes west 802.20 feet to an
iron pin;
THENCE North 14 degrees 30 minutes east a distance of
277.08 feet to an iron pin;
THENCE along a curve to the right having a radius of 460.0
feet a long chord bearing north 48 degrees west 222.57 feet
an arc distance of 224.80 feet to an iron pin;
-20-
~i
THENCE along a curve to the left having a radius of 400
feet a long chord bearing north 62 degrees west 375.58 feet
an arc distance of 390.95 feet to an iron pin;
THENCE West a distance of 150.0 feet to a point for corner
with a line 200 feet east of the east right-of-way of Cooks
Lane;
THENCE South along and with a line 200 feet East of the
East right-of-way of Cooks Lane approximately 2040 feet to
a point for corner with the North boundary line of Tract 1
described in the deed to Jake Cooke Trustee, recorded in
Volume 7219, Page 2335 of said deed records and the East
Fort Worth City Limit;
THENCE Northeasterly along said North boundary line, 648.21
feet to a 1-1/2" pipe, said pipe being the Southeast corner
of Tract 1;
THENCE North 00 degrees 03 minutes 09 seconds West along
the West line of said 19.7392 acre tract and East line of
said Tract 1 and Tract 2 described in the said deed to Jake
Cook, 186.95 feet to a 1-1/2" pipe for the Northeast corner
of said Lot 2, and Northerly Northwest corner of said
19.7392 acre tract;
THENCE 72 degrees 32 minutes 23 seconds East, 613.23 feet
to a 1" iron pin found for the Northeast corner of said
19.7392 acre tract;
THENCE South 00 degrees 00 minutes 14 seconds West along
the East line of said 19.7392 acre tract, 308.33 feet;
THENCE South 50 degrees 08 minutes 15 seconds West, 681.70
feet;
THENCE South 05 degrees 26 minutes 07 seconds West, 70.36
feet to a 5/8" iron pin set;
THENCE South 49 degrees 47 minutes 20 seconds West along
the Southeasterly line of said 19.7392 acre tract, 882.44
feet to a point, said point being in the Easterly City
Limit Line of the City of Fort Worth;
THENCE South along and with a line 200 feet East of the
East right-of-way of Cooks Lane to a point for corner -300
feet North of the North right-of-way line of U.S. Highway
80;
-21-
A
THENCE Easterly along and with a line 300 feet North of the
North right-of-way line of U.S. Highway 80 to its intersec-
tion with Sanitary Sewer Main M-244-A;
THENCE South along and with said Sanitary Sewer Main to the
T&P Railroad;
THENCE Southwesterly with the T&P RR to Sandy Lane;
THENCE Northerly with Sandy Lane to Craig Street;
THENCE West with Craig Street to Lancaster;
THENCE West with Lancaster to Dallas;
THENCE West with Dallas to Winnie;
THENCE South with Winnie to E. Rosedale;
THENCE Westerly with East Rosedale to Bradley Street;
THENCE North with Bradley to the T & P Railroad;
THENCE Northwest with the T & P Railroad to Sycamore Creek;
THENCE Northerly with Sycamore Creek to Highway I-30;
THENCE East with said Highway I-30 to Beach Street;
THENCE North on Beach Street to CRI & G Railroad;
THENCE Southwesterly along the CRI & G Railroad to Noble
Avenue projected;
THENCE Westerly along Noble Avenue and Noble Avenue pro-
jected to Sylvania;
THENCE Northerly along Sylvania to Marshall;
THENCE West with Marshall if projected to the West Fork of
the Trinity River;
THENCE Northwesterly with the West Fork of the Trinity
River to a point where Yucca if extended south would inter-
sect with said river;
THENCE North with said projection to Yucca;
THENCE East with Yucca to Sylvania;
-22-
THENCE North with Sylvania to the T & P Railroad;
THENCE Northeasterly with the T & P Railroad to Beach;
THENCE South with Beach to N.E. 28th Street;
THENCE West with N.E. 28th Street to a point 800 feet West
from the West line of Beach Street;
THENCE South to Springdale Avenue;
THENCE East with Springdale Avenue to Beach Street;
THENCE South with Beach Street to the intersection of
Yucca, Belknap and Beach;
THENCE Northeasterly with East Belknap Street to Parrish
Road;
THENCE East with Parrish Road to Ring's Highway;
THENCE South with King's Highway to Wheeler Street;
THENCE East with Wheeler Street to Haltom Road;
THENCE North with Haltom Road to Elliott-Reeder Road;
THENCE East with Elliott-Reeder Road to Carson Street;
THENCE North with Carson Street to the South line of the
Garden of Eden Addition;
THENCE East with the South line of the Garden of Eden Addi-
tion to the West line of the R. Kingsbury Estate Tract
marked 3-A on the Haltom City map;
THENCE North with said West line to the North line of the
H.P. Tuggle Survey, Abstract No. 1513;
_ THENCE East to the West line of the 20 acre Haltom City
Sewage Treatment Plant Site;
THENCE South with the West line of said. site to its South-
west corner;
THENCE East with the South line of said tract 239.2 varas
to a corner;
THENCE Northerly to the CRI&P Railroad;
-23-
THENCE Northeasterly with the said RR to Midway Road;
THENCE Easterly with Midway Road to the West line of Rich-
land Gardens Addition;
THENCE East to Park Place Drive;
THENCE South with Park Place Drive to Larkspur Lane;
THENCE East with Larkspur Lane to Willow Park;
THENCE North with Willow Park to Midway Road;
THENCE East with Midway Road to Handley-Ederville Road;
THENCE North with Handley-Ederville Road to the CRI&P Rail-
road;
THENCE Easterly with the CRI&P RR to Norwood Drive;
THENCE North with Norwood Drive to State Highway No. 10;
THENCE Easterly with State Highway No. 10 to Hurst-Pipeline
Road;
THENCE generally Easterly with Hurst-Pipeline Road to
Delphia Lane;
THENCE North with Delphia Lane and continuing North to
Huntington Place Addition;
THENCE generally Easterly, Northwesterly and Northerly,
following the Fort Worth and Euless common boundary line to
the North right-of-way line of State Highway No. 183;
THENCE generally Easterly with State Highway No. 183 and
the Fort Worth City Limit line to the PLACE OF BEGINNING.
(References are to the Centerline of streets and
their intersections).
SECTION 4.
That Section 6 of Ordinance No. 7323, as amended, be, and
the same is hereby, amended and, after being so amended, shall
hereafter read and be as follows:
-24-
"Section 6.
For the purpose of determining the qualifications as to
candidacy, election or appointment of a member to Place No. 6 of
the City Council of the City of Fort Worth, District No. 6 shall
be, and the same is hereby, established and shall comprise all
of that portion of the City located within the following de-
scribed boundary:
District No. 6
BEGINNING at Hemphill Street and Seminary Drive;
THENCE South on Hemphill Street to Felix Avenuei
THENCE East on Felix to I-35W South;
THENCE South on I-35W to the northern boundary of the Sarah
Rhodes Survey (No. 1326);
THENCE East on projected North line of said survey to the
West right-of-way of Wichita Street;
THENCE South on Wichita Street to a point for corner at the
intersection with the North line of Alta Mesa addition
produced West;
THENCE East to a point for the Northwest corner of Alta
Mesa Addition;
THENCE South 89 Degrees-50 Minutes-45 Seconds East, along
and with the North line of Alta Mesa Addition, 2,103 feet
to a point for the Northeast Corner of said Addition;
THENCE South No Degrees-03 Minutes-30 Seconds West, along
and with the East line of Alta Mesa Addition, to a point
for the Southeast corner of said Addition in the North line
of Block 26 and the South line of Block 27 of the Shelby
County School Land Survey;
THENCE East, along and with the North line of Block 26 and
the South line of BLock 27 of the Shelby County School Land
Survey, 1,275 feet to a point for corner;
THENCE North 220 feet to a point for corner;
THENCE East 670 feet to a point for corner in the center-
line of Rendon Road (County Road No. 1015);
-25-
THENCE South, along and with the centerline of Rendon Road
(County Road No. 1015) , 540 feet to a point for corner at
its intersection with the centerline of Lon Stevenson Road
(County Road IJo. 1107);
THENCE East, along and with the centerline of Lon Stevenson
Road (County Road- No. 1107), to a point for corner at its
intersection with the centerline of Anglin Drive (County
Road No, 1060);
THENCE North- along and with the centerline of Anglin Drive
(County Road No. 1060), to a point for corner which is the
Northwest corner of Block 44 and the Southwest corner of
Block 43 of the Shelby County School Land Survey;
THENCE East, along and with the South line of Block 43 and
the North line of Block 44 of the Shelby County School Land
Survey, 500 feet to a point for corner;
THENCE North 871 feet to a point for corner;
THENCE West 475 feet to a point for corner in the East
right-of-way of Anglin Drive (County Road No. 1060);
THENCE North, along and with the East right-of-way line of
Anglin Drive (County Road No. 1060), 434 feet to a point
for corner;
THENCE South 89 Degrees-45 Minutes East 2,946.3 feet to an
iron pin for corner in the Southwest right-of~-way line of
the S & P Railroad;
THENCE Southeasterly along the Southwesterly right-of-way
line of the S & P Railroad, to a point for corner at its
intersection with the East right-of-way line of Dick Price
Road (County Road No. 2037);
THENCE South, along and with the East right-of-way line of
Dick Price Road (County Road No. 2037), to a point for
corner at its intersection with the North line of the Jesse
B. Renfro Survey, Abstract No. 1260;
THENCE East, along and with the North line of the Jesse B.
Renfro Survey, Abstract No. 1260, to a point for its North-
east corner, in the West line of the R. C. Richey Survey,
Abstract No. i327;
THENCE North, along and with the West line of the R. C.
Richey Survey, Abstract No. 132?, to a point for its North-
west corner;
-26-
THENCE East, along and with the North line of the R. C.
Richey Survey, Abstract No. 1327, to a point for corner at
its intersection with the East right-of-way line of
Kennedale-New Hope Road (County Road No. 2025);
THENCE South, Southwesterly and South, along and with the
East right-of-way line of Rennedale-New Hope Road (County
Road No. 2025), to a point for corner in the South right-
of-way line of Dick Price Road (County Road No. 2037), in
all a distance of approximately 10,700 feet;
THENCE West, along and with the South right-of-way line of
Dick Price Road (County Road No. 2037), 3,600 feet more or
less to a point for corner in the East right-of-way line of
Rendon-New Hope Road (County Road No. 1063);
THENCE South, along and with the East right-of-way line of
Rendon-New Hope Road {County Road No. 1063), 9,000 feet
more or less to a point for corner in the South right-of-
way line of Little Road (County Road No. 1095);
THENCE West, along and with the South right-of-way line of
Little Road (County Road No. 1095), 2,600 feet more or less
to a point for corner in the East right-of-way line of
Rendon Road {County Road No. 1015);
THENCE South and Southeast, along and with the East and
Northeast right-of-way line of Rendon Road (County Road
No. 1150) and along and with the Southeast right-of-way
line produced, in all 11,600 feet more or less to a point
for corner at its intersection with the South line of
Tarr"~nt County;
THENCE West, along and with the South line of Tarrant
County, 20,800 feet more or less to a point for corner in
the East right-of-way line of Forest Hill-Everman-County
Line Road (County Road No. 1004), which point for corner is
also in the Fort Worth and Burleson common boundary line
ordered, adjudged and decreed in Cause No. 57175-C, in the
District Court of Tarrant County, Texas, 153rd. Judicial
District, October 8, 1970;
THENCE Northerly, along and with the East right-of-way line
of Forest Hill-Everman-County Line Road (County Road No.
1004) and along and with the Fort Worth and Burleson common
boundary line as ordered, adjudged and decreed, 50 feet to
a point for corner;
THENCE East, along and with a line 50 feet North from and
parallel to the South line of Tarrant County, 20,750 feet
-27-
more or less to a point for corner in the Southwesterly
right-of-way line of Rendon Road (County Road No. 1015);
THENCE Northwesterly and North, along and with the South-
westerly and West right-of-way line of Rendon Road (County
Road No. 1015), 11,600 feet more or less, to a point for
corner in the North right-of-way line of Little Road
(County Road No. 1095);
THENCE East, along and with the North right-of-way line of
Little Road (County Road NO. 1095} 2,600 feet more or less
to a point for corner in the West right-of-way line of
Rendon-New Hope Road (County Road No. 1063);
THENCE North, along and with the West right-of-way line of
Rendon-New Hope Road (County Road No. 1063) 8,950 feet more
or less to a point for corner in the North right-of-way
line of Dick Price Road (County Road No. 2037);
THENCE East, along and with the North right-of-way line of
Dick Price Road (County Road No. 2037) 3,600 feet more or
less to a point for corner in the West right-of-way line of
Rennedale-New Hope Road (County Road No. 2025);
THENCE North, along and with the West right-of-way line of
Kennedale-New Hope Road (County Road No. 2025) 5,350 feet
more or less to a point for corner;
THENCE Northeasterly, along and with the Northwesterly
right-of-way line of Rennedale-New Hope Road (County Road
No. 2025) 1,600 feet more or less to a point for corner;
THENCE continuing North with the West right-of-way line of
Kennedale-New Hope Road to a point for corner 50 feet South
from the North line of the Robert Richey Survey, Abstract
No. 1327;
THENCE West, 50 feet South from and parallel to the North
line of said Survey, to a point for corner 50 feet East
from the West line of said Survey;
THENCE South to a point for corner 50 feet South from the
North line of the Jesse B. Renfro Survey, Abstract No.
1261;
THENCE West, 50 feet South from and parallel to the North
line of said survey, and continuing West to a point for
corner in the West right-of-way line of Dick Price Road;
THENCE North, along and with the West right-of-way line of
Dick Price Road (County Road no. 2037), to a point for
-28-
corner at its intersection with the South line of Block 55
of the Shelby County School Land Survey;
THENCE West, along and with the South line of Block 55 of
the Shelby County School Land Survey to a point for its
Southwest corner;
THENCE North, along and with the West line of Block 55 of
the Shelby County School Land Survey to a point for corner
at its intersection with the middle of Village Creek;
THENCE West, to and along and with a line 100 feet Sauth
from and parallel to the centerline of Everman-Kennedale
Road (County Road No. 1051) to a point for corner in the
East line of Block 32, Shelby County School Land Survey;
THENCE North, along and with the East line of said Block 32
to point for corner at its intersection with a line which
bears North 89 Degrees-19 Minutes East, along and with the
North line of Block 4 of Columbine Park Addition and the
North line of the City of Everman well No. 5 site produced
East;
THENCE South 89 Degrees-l9 Minutes West, along and with the
North line of the City of Everman well No. 5 site and block
4 of Columbine Park Addition produced East, 1,344.4 feet to
a point for corner in the West right-of-way line of Rendon
Road (County Road No. 1015);
THENCE SOUTH ALONG AND WITH THE West right-of-way line of
Rendon Road (County Road No. 1015), a distance of 465 feet
to a point for corner;
THENCE West approximately 3,100 feet to a point for corner
in the East lines of Blocks 1 , 1 1 , and 12 of England Isle
Addition produced South to a point for corner;
THENCE North, along and with the East lines of Blocks 1, 11
and 12 of England Isle Addition produced South approxi-
mately 3,400 feet to a point for corner in the Northeast
corner of Block 1, England Isle Addition;
THENCE West, along and with the North line of England Isle
Addition, continuing in all approximately 1,950 feet to a
point for corner in the West right-of-way line of Wichita
Street;
THENCE Southwesterly, along and with the West right-of-way
line of Wichita Street to a point for corner in the South
right-of-way line of Cochran Avenue;
-29-
THENCE West, along and with the South right-of-way line of
Cochran Avenue, to a point for corner at its intersection
with line, 1,710 feet West from and parallel to the East
line of Block 11 of the Shelby County School Land Survey;
THENCE West, along and with the South lines of BLocks 4 and
11 of the Shelby County School Land Survey, to a point for
corner in the West line of Block 10, Everman Park Addition;
THENCE South, along and' with the West line of Block 10,
Everman Park Addition, approximately 1,450 feet to a point
for corner in the North right-of-way line of Mallick Park-
way;
THENCE Southeasterly, along and with the North right-of-way
line of Mallick Parkway to a point for corner in the West
line of the Everman City Park tract produced North;
THENCE South, along and with the West line of the Everman
City Park tract produced North 1,300 feet, more or less, to
a point for corner in the South line of the Everman City
Park tract;
THENCE East, along and with the South line of the Everman
City Park tract, 661 feet to a point for corner in the West
right-of-way line of Dan Meyer Drive;
THENCE South, along and with the West right-of-way line of
Dan Meyer Drive, to a point for corner in the North right-
of-way line of Oak Grove-Shelby Road (County Road No.
1098);
THENCE East, along and with the North right-of-way line of
Oak Grove-Shelby Road (County Road No. 1098) to a point for
corner in the East right-of-way line of Race Street (County
Road No. 1004);
THENCE North, along and with the East right-of-way line of
Race Street (County Road No. 1004) to a point for corner in
the centerline of Shelby Road (County Road No. 1097);
THENCE East, along and with the centerline of Shelby Road
(County Road No. 1097) to a point for corner in the center-
line of Rendon Road (County Road No. 1015);
THENCE North, along and with the centerline of Rendon Road
(County Road No. 1015) to a point for corner that is 250
feet South from the centerline of Enon Avenue East;
-30-
THENCE East, 100 feet from the centerline of Rendon Road
(County Road No. 1015) to a point for corner;
THENCE South, along and with a line 100 feet East from and
parallel to centerline of Rendon Road (County Road No.
1015), to a point for corner 100 feet South from the
centerline of Shelby Road (County Road No. 1097);
THENCE West, along and with the line 100 feet South from
and parallel to the centerline of Shelby Road (County Road
No. 1097), to a point for corner at its intersection with
the westerly right-of-way line of the Missouri Pacific
Railway;
THENCE Southeasterly, along and with the Westerly right-of-
way line of the Missouri Pacific Railway,. to a point for
corner at its intersection with the centerline of Oak
Grove-Shelby Road (County Road No 1098) produced East;
THENCE West, along and with the centerline of Oak
Grove-Shelby Road (County Road No. 1098) produced East, to
a point for corner at its intersection with the West right-
of-way line of Forest Hill-Everman Road (County Road No.
1004);
THENCE South, along and with the West right-of-way line of
Forest Hill-Everman Road (County Road No. '1004), to a point
for corner at its intersection with the North line of the
Daniel McVane Survey, Abstract No. 1061;
THENCE North 89 Degrees-52 Minutes East, along and with the
North line of the Daniel McVane Survey, 70 feet to a point
for corner;
THENCE South No Degrees-13 Minutes East 39.88 feet to the
beginning of a curve to the right whose center bears South
89 Degrees-47 Minutes West 1 ,150.32 feet;
THENCE in a Southwesterly direction along said curve,
through a central angle of 14 Degrees-25 Minutes a distance
of 289.4 feet;
THENCE North 75 Degrees-43 Minutes West 85.0 feet to a
point on a curve whose center bears North 75 Degrees-45
Minutes West 1 , 065.32 feet;
THENCE in a Southwesterly direction along said curve to the
right, through a central angle of a 2 Degrees-32 Minutes a
distance of 47.11 feet to the end of said curve;
,,
-31-
THENCE South 16 Degrees-44 Minutes West at 1,032.32 feet to
the South line of the Daniel Mcvane Survey and the North
line of the Hiram Little Survey;
THENCE East, along said survey lines to a point for corner
at its intersection with the East right-of-way line of
Forest Hill-Everman Road (County Road No. 1004);
THENCE South, along and with the East right-of-way line of
Forest Hill-Everman Road (County Road No. 1004), to a point
for corner at its intersection with the North right-of-way
line of McPherson Road (County Road No. 1072};
THENCE East, along and with the North right-of-way line of
McPherson Road (County Road No. 1072), to a point for
corner at its intersection with the East right-of-way line
of Forest Hill-Everman Road (County Road No. 1004);
THENCE South, along and with the East right-of-way line of
Forest Hill-Everman Road (County Road No. 1004), to a point
for corner at its intersection with the South right-of-way
line of Oak Grove Road (County Road No. 1023);
THENCE West, along and with the South right-of-way line of
Oak Grove Road (County Road No. 1023), to a point for
corner in the Northwest corner of Tract 20, Hiram Little
Survey, Abstract No. 930,. point for corner also being an
iron pin in the South right-of-way line of Oak Grove Road
(County Road No. 1023);
THENCE South, along and with the West property line of
Tract 20 Hiram Little Survey, Abstract No. 930 also
described as the West fence line of this tract to a point
for corner at its intersection with the bed of Deer Creek
on the South line of an unrecorded subdivision known as
Smallwood Estates;
THENCE Westerly up Deer Creek with the South line of said
Smallwood Estates and the North line of Tract 27, Hiram
Little Survey, Abstract No. 930, meandering in a South-
westerly direction 400 feet to a point for corner;
THENCE West, to a point for corner in the West right-of-way
line of Forest Hill-Everman County Line Road (County Road
No. 1004), located approximately 650 feet North of the
intersection of said County Road No. 1004 and the bed of
Deer Creek;
THENCE South, along and with the West right-of-way line of
Forest Hill-Everman-County Line Road (County Road No.
-32-
1004), to a point for corner at its intersection with the
South right-of-way line of State Farm to Market Highway
No. 1187;
THENCE East, along and with the South right-of-way line of
State Farm to Market Highway No. 1187, to a point for
corner at its intersection with the West right-of-way line
of Forest Hill-Everman-County Line Road (County Road No.
1004);
THENCE along and with the Westerly right-of-way line of
Forest Hill-Everman-County Line Road (County Road No. 1004)
Southerly approximately 2,100 feet, and
Westerly approximately 450 feet, and
Southwesterly approximately 900 feet, and
Southerly approximately 1,400 feet, and
Westerly approximately 1,500 feet, and
Southerly approximately 500 feet, and
Southwesterly approximately 1,100 feet, and
Southerly approximately 1,300 feet to a point for
corner at the intersection of Westerly right-of-way
line of the Forest Hill-Everman-County Line .Road
(County Road No. 1004) with the North right-of-way
line of Burleson Cardinal-Retta Road (County Road No.
1064);
THENCE West, along and with the North right-of-way line of
Burleson Cardinal-Retta Road (County Road No. 1064), to a
point for corner at its intersection with the Easterly
right-of-way line of County Road No. 1004 produced North,
which point for corner is in the common Fort Worth and
Burleson boundary line ordered, adjudged and decreed in
Cause No. 57175-C in the District Court of Tarrant County,
Texas, 153rd Judicial District, October 8, 1970;
THENCE along and with the common Fort Worth and Burleson
boundary line as ordered, adjudged and decreed;
THENCE West, along and with the North right-of-way line of
Burleson Cardinal-Retta Road (County Road No. 1064), a
distance of 2,400 feet more or less to a point for corner
at its intersection with the Southeasterly line of a Texas
Electric Service Company easement;
THENCE West, Continuing along and with the North right-of-
way line of Burleson Cardinal-Retta Road (County Road No.
1064), a distance of 650 feet more or less to a point for
corner in the North right-of-way line of the proposed
-33-
re-located Burleson Cardinal-Retta Road (County Road No.
1064) as shown on Texas Highway Department Plans;
THENCE along and with the Northerly right-of-way line of
proposed re-located Burleson Cardinal- Retta Road (County
Road No. 1064) as shown on Texas Highway Department Plans,
north No Degrees-08 Minutes East 75.64 feet to a point for
corner;
THENCE North 89 Degrees-52 Minutes West 305.54 feet to a
point for corner for the beginning of a curve to the right
with a radius of 894.93 feet;
THENCE Northwesterly, along and with said curve to the
right, 748.68 feet to a point for corner;
THENCE South 89 Degrees-58 Minutes West 91.55 feet to a
point for corner in the proposed new East right-of-way line
of U.S. Highway No. 81 (South) (Interstate Highway I-35W}
as shown on Texas Highway Department Plans, which point for
corner stands approximately 3,100 feet South and 2,600 feet
West from the Northeast corner of the Sarah Gray Survey,
Abstract No. 558;
THENCE West, along and with the Westerly extension of the
Northerly right-of-way line of the proposed re-located
_ Burleson Cardinal-Retta Road (County Road No. 1064), a
distance of 1,700 feet more or less to a point for corner
in the Westerly right-of-way line of the Missouri, Kansas
and Texas Railway;
THENCE Northwesterly, along and with the Westerly right-of-
way line of the Missouri, Ransas and Texas Railway, 3,150
feet more or less to a point for corner at its intersection
with the North right-of-way line of McAllister Road (County
Road No. 1017);
THENCE West, along and with the North right-of-way line of
McAllister Road (County Road No. 1017), to a point for the
Southeast corner of the tract conveyed to Joe W. Crouch,
et. ux., et al., by deed Recorded in Volume 2276, Page 510
of the Deed Records of Tarrant County, Texas, which point
for corner is also the Southwest corner of the tract
conveyed to Margaret B. Mitchell by deed recorded in Volume
1500, Page 193 of the Deed Records of Tarrant County,
Texas, which point for corner is also in the Fort Worth and
Crowley common boundary line, as established by Joint
Resolution;
-34-
THENCE North No Degree-04 Minutes East, along and with the
west line of the said Mitchell tract and along and with the
common Fort Worth and Crowley boundary line 810-7/10 varas
to the Northwest corner of said Mitchell tract in the
middle of Crowley Road and from which an iron rod bears
South 9 varas;
THENCE South 89 Degrees East 4 varas to the Southeast
Corner of the tract conveyed to Edwin Baker by deed
recorded in Volume 1973., Page 316 in said Deed Records;
THENCE North No Degrees-l0 Minutes East, along and with the
East line of said tract, 920-7/10 varas to an iron pipe,
the Southeast corner of the tract conveyed to Clyde Hampton
by deed recorded in Volume 988, Page 588 of the said Deed
Records, which point for corner is in the Crowley and Fort
Worth common boundary line;
THENCE North No Degrees-33 Minutes-59 Seconds East, along
and with the Crowley and Fort Worth common boundary line,
approximately 5,400 feet to a point for corner of the
Crowley and Fort Worth common boundary line;
THENCE North 89 Degrees-41 Minutes-10 Seconds West, along
and with the Crowley and Fort Worth Common boundary line,
to a point for corner at its intersection with the West
right-of-way line of Crowley Road (State Farm to Market
Highway No. 731) ;
THENCE Northerly and Northwesterly, along anti with the West
right-of-way line of Crowley Road (State Farm to Market
Highway No. ?31), to a point for corner at its intersection
with the South right-of-way line of North Crowley-Cleburne
Road (County Road No. 1075);
THENCE West, along and with the South right-of-way line of
North Crowley-Cleburne Road (County Road No. 1075), to a
point for corner at its intersection with the Northerly
East line of the Moses Walters Survey, Abstract No. 1598;
THENCE, with the North-South line common to said Gill and
Walters surveys, as occupied, South 0 degrees-48 Minutes
West 495.66 feet to a steel rod set in a fence; South 0
degrees-31 minutes-51 seconds West 3,055.39 feet to a steel
rod set in a fence, and South 0 degrees-21 Minutes-19
Seconds West 1,193.12 feet to a steel rod found at a fence
corner for the Southwest corner of said Gill survey and an
ell corner of said Walters survey;
-35-
~~.
THENCE, with a fence line, South 0 degrees-25 minutes-53
seconds West 2,597.31 feet to a point for corner;
THENCE, North 89 degrees 59 minutes 50 seconds West 944.85
feet to a steel rod found at a fence corner for the West
corner common to said Walters and Pool surveys, said point
also being in the East line of the Hiram Riddle Survey,
Abstract No. 1329;
THENCE, with the North-South fenced line common to said
Riddle and Walters surveys, North 1 degree-39 minutes-55
seconds West 850.51 feet to a steel rod found at a fence
corner for an ell in said Walters survey and the Northeast
corner of said Riddle survey;
THENCE, with the East-West fenced line common to said
Walters and Riddle surveys, North 89 degrees-34 minutes-13
seconds West, passing a steel rod found at a fence corner
at 2660.77 feet, in all 2,682.56 feet to the West right-of-
way line of County Road 1079;
THENCE departing the east right-of-way line of County Road
No. 1079 North 89 degrees 32 minutes 25 seconds West a dis-
tance of 2849.18 feet to a point for corner in the west
right-of-way of County Road No. 1035;
THENCE North along said West
18 minutes 25 seconds East a
point for corner;
right-of-way North 00 degrees
distance of 638.90 feet to a
THENCE continuing with said West right-of-way line North 00
degrees 20 minutes 25 seconds East a distance of 326.78
feet to a point for corner;
THENCE departing the West right-of-way line of said road
South 89 degrees 24 minutes 15 seconds East a distance of
1420.30 feet to a point for corner;
THENCE South 00 degrees 37 minutes 25 seconds West a dis-
tance of 323.33 feet to a point for corner;
THENCE South 89 degrees 32 minutes 15 seconds East a dis-
tance of 1426.77 feet to a point for corner in the east
right-of-way line of County Road No. 1079;
THENCE North along County Road 1979 to a point for inter-
section of a line 55.56 feet south of the Northern boundary
of the W. H. Coltharp Survey No. 285;
-36-
THENCE West 2770.28 feet to a point for intersection of
West Cleburne Road (Co. Rd. 1035);
THENCE North along said road a distance of 988.60 feet to a
7/8" iron rod, passing the South line of the TESCO right-
of-way at 509.54 feet and the North line of said right-of-
way at 659.55 feet;
THENCE North 89 degrees 51 minutes 48 seconds East a dis-
tance of 682.30 feet to a 7/8" iron rod;
THENCE North 00 degrees 08 minutes 12 seconds a distance of
330.7 feet to a 7/8" iron rod in the South line of County
Road No. 1035 South 89 degrees 47 minutes 28 seconds East a
distance of 2080.24 feet to the northeast corner of said
tract, in County Road No. 1079;
THENCE North along County Road 1079 to the Southeast corner
of the Antonio Castello Survey;
THENCE West along the Southern boundary of said survey 750
feet to a point for corner;
THENCE North approximately 1,125 feet to a point for
corner;
THENCE West from the point projected to the common boundary
of the R.J. Ware and Antonio Castello Surveys;
THENCE North along said common boundaries to their
intersection with the south boundary of the Isabel Flores
Survey;
THENCE West along said south boundary of the Isabel Flores
Survey to a point for corner with the east boundary of the
R.J. Ware Survey;
THENCE South along said east boundary of the R.J. Ware
Survey approximately 8500 feet to a 3/8" steel rod and a
bent pipe found beside a fence corner post;
THENCE North 89 Degrees 51 Minutes West 400-9/10 feet to a
round head steel rod or bolt 'and an iron pin found at a
fence corner for a Southeast corner of said Albirado
Survey, the Northeast corner of the J. Korticky Survey,
Abstract 914, and a reentrant corner in the West line of
the R.J. Ware Survey, Abstract 2008;
THENCE with the line common to the Albirado and Korticky
Surveys North 89 Degrees 45 Minutes West 4474-4/10 feet to
-37-
a red sandstone found set in the ground and marked "Y" on
top, near a fence corner from which fences go East and
South, for the Northwest corner of the Rorticky Survey and
a reentrant corner of the Albirado Survey;
THENCE continuing with the line common to said Surveys,
South 0 Degrees 36 Minutes 30 Seconds East, at 932-6/10
feet passing 0-6/10 foot westerly of a 3/8" steel rod and
continuing in all 964-9/10 feet to a 1" pipe found in place
on the East side of County Road No. 1014; where the road
turns South;
THENCE South 89 Degrees 49 Minutes West, crossing said road
at its turn and continuing along the South side of the
road, passing the Northeast corner of the B.F. Pace Survey,
Abstract No. 1254 and a reentrant corner of the Albirado
Survey, in all 3236-5/10 feet to a smooth 1" diameter steel
rod found in place, for the Southeast corner of a 63-1/3
acre tract out of the Southwest corner of the above
described Bertram tract, a steel rod found in place, for a
Southwest corner of the Albirado Survey, on the South side
of the road at its intersection with County Road No. 1089
bears South 89 Degrees 45 Minutes West 743-96/100 feet;
THENCE West along the north line of County Road No. 1089 to
a point for intersection of the east boundary of the TESCO
right-of-way;
THENCE Northeasterly along said right-of-way to a point;
THENCE North 31 degrees 45 minutes East, a distance of
2172.50 feet to the beginning of a curve to the right whose
radius is 2714.8 feet and whose long chord bears North 41
degrees 02 minutes 32 seconds East a distance of 876.71
feet;
THENCE along said curve a distance of 880.56 feet to the
point of tangency;
THENCE 50 degrees 20 minutes East, a distance o.f 1337.7
feet to the beginning of a curve to the left whose radius
is 3198.1 feet and whose long chord bears North 39 degrees
01 minutes 01 seconds East a distance of 1255.11 feet;
THENCE along said curve a distance of 3198.1 feet to the
point of tangency;
THENCE North 27 degrees 42 minutes Northeast, a distance of
154.99 feet to a point for a corner;
-38-
w~~.°° ,
THENCE South 66 degrees 42 minutes East, a distance of
396.2 feet to an iron pin for a corner;
THENCE South 22 degrees 49 minutes East a distance of 78.0
feet to an iron pin for a corner;
THENCE North 27 degrees 05 minutes 55 seconds East, a dis-
tance of 2505.59 feet along said Easterly right-of-way line
to a point at the intersection of said Easterly right-of-
way line of said Old G.ranbury Road (County Road No. 1089);
THENCE South 89 degrees 59 minutes 40 seconds East, a dis-
tance of 1822.20 feet along .said Northerly right-of-way
line to a point for corner;
THENCE East along said Northerly right-of-way line to a
point, said point being the southeast corner of Tract 3A of
A. J. Hodge Survey, Abstract No. 1789;
THENCE North along said East boundary of said Tract 3A to a
point in the Northeast corner of Tract 2D4 of J. Heath
Survey, Abstract No. 641;
THENCE East along the North boundary line of said Tract 2D4
of J. Heath Survey, Abstract No. 641 to a point for corner
with the East right-of-way line of the G.C.&S.F. Railroad;
THENCE Northeasterly along the G.C. & S.F. Railway to
Walton Avenue;
THENCE Southeasterly along Walton Avenue to Vega Drive;
THENCE North on Vega Drive to I-20 (S.W. Loop 820);
THENCE East on I-20 (S.W. Loop 820) to Westcreek;
THENCE North on Westcreek to Cordone;
THENCE East on Cordone to Stadium Drive;
THENCE North on Stadium Drive to Seminary Drive;
THENCE East on Seminary Drive to POINT OF BEGINNING.
(References are to the Centerline of
streets and their intersections)."
-39-
,~-~<~~
~..., _;~
.SECTION 5.
This ordinance shall be and is hereby declared to be
cumulative of all other ordinances of the City of Fort Worth
defining the boundaries of the single member districts therein.,
and this ordinance shall not operate to repeal or affect any of
such other ordinances except insofar as the provisions thereof
might be inconsistent or in conflict with the provisions of this
ordinance, in which event such conflicting provisions, if any,
in any such other ordinance or ordinances are hereby repealed..
SECTION 6.
It is hereby declared to be the intention 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 void, ineffective or unconstitutional by a valid
judgment or final decree of a court of competent jurisdiction,
such voidness, ineffectiveness or unconstitutionality shall not
affect any of the remaining phrases, clauses, sentences, para-
graphs and sections of this ordinance, since the same would have
been enacted by the City Council without the incorporation here-
in of any such void, ineffective or unconstitutional phrase,
clause, sentence, paragraph or section.
SECTION 7.
The City Secretary of the City of Fort Worth is hereby
directed to engross and enroll this ordinance by copying the
-40-
a
~~
caption and effective date of same in the minutes of the City
Council of the City of Fort Worth and by filing this ordinance
in the ordinance records of said City.
SECTION 8.
That this ordinance shall take effect and be in full force
and effect from and after the date of its passage, and it is so
ordained.
APPROVED AS TO FORM AND LEGALITY:
City Attorney
Date: ~-ZZ ~~
ADOPTED: ~"'oZ~ o~
EFFECTIVE : '~~~
-41-
r V
~..
~CCOUNTfNG 2
jRANS-PORTpTtON~~'UBLEC yi. °a~N/ ®~ 4~~ ~®~~~~~ ~~~~~~~~~~~®~
V1P'rER AOIdINISTRATiGI`d { eJ' ~~A)/V
" '-' ATE REFERENCE SUBJECT Single Member City Counci 1 Dis- I PAGE
Y ,J~Z NUMBER trict Numbers 2, 3, 4 and 6 Resulting 3
-22-86 G-66 8 .from Annexations and Disannexations 1of --
Recommendations
It is recommended that•
1) The City Council approve the recommended revisions to City Council
District Numbers 2, 3, 4 and 6, to reflect recent annexations and disan-
nexations; and
2) The proposed ordinance amending Sections 2, 3, 4 and 6 of Ordinance
No 7323, as amended, be adopted in order to make the single-member dis-
trict boundaries coincide with the current corporate boundaries
Back rg ound
As a result of the death of Mr. Richard C Newkirk, Councilmember from
District 7, and the resignation of Mrs. Kathy Wetherby, Councilmember from
District 6, the City Council adopted two resolutions which declare that emer-
gencies exist which require special elections in City Council Districts 6 and
7. These resolutions also request that the Governor of Texas grant permission
to conduct special emergency elections to be held on June 28, 1986, to fill the
vacancies.
'In ar-tic'ipation of the Governor granting permission to conduct the special
elections on June 28, 1986, the City of Fort Worth must comply with the Voting
Rights Act of 1973. The Voting Rights Act requires that information on the
nature, scope and potential impact of any boundary changes on the electoral
process since the City's last submission be submitted to the U S. Department of
Justice no later than sixty days prior to the scheduled election. This informa-
tion must include changes in population, changes in characteristics of the
population, and the accessibility of the voting process to all citizens, par-
ticularly to minority citizens
The last revisions to the Single-Member District Plan were approved by the City
Council on January 14, 1986 (Ordinance No 9548) Since the adoption of these
revisions, there have been seven (7) annexations and two (2) disannexations
These annexations and djsannexations are briefly described below, along with
their impact and the recommendation as to which single-member district each
newly annexed area should be included and from which single-member district the
disannexed area should be deleted.
Areas Annexed
1. Ordinance No. 9541
Annexation o 8 64 acres in Ashbrooke Park Addition
This area should be added to District 2, to which it is contiguous. At the
time of annexation, it contained no population and no dwelling units.
2. Ordinance No 9542
nnexation o 52 acres in Greenbriar North Addition
DATE
sue~ECT Single Member City Counci 1 Dis-
trict Numbers 2, 3, 4 and 6 Resulting
_stti r-fi64A from Annexations and Disannexations
5,
~ ~ ~1
,J
~~
PAGE
2 3
--~~-
This area should be added to District 2, to which it is contiguous. At the
time of annexation, it contained no population and no dwelling units.
3. Ordinance No. 9581
Annexation of 52 357 acres in Ashland Village Addition
This area should be added to District 6, to which it is contiguous At the
time of annexation, it contained no population and no dwelling units
4. Ordinance No. 9582
Annexation of 5 5787 acres in R R. Ramey Survey, No. 1341
This area should be added to District No. 4, to which. it is contiguous. At
the time of annexation, it contained no population and no dwelling units.
5. Ordinance No. 9583
nnexation of .503 acres in Southbend Addition
This area should be added to District No. 6, to which it is contiguous. At
the time of annexation, it contained no population and no dwelling units.
6. Ordinance No. 9.584
Annexation of .0371 acres in Mira Vista and Rall Ranch Additions
This area should be added to District No. 3, to which it is contiguous At
the time of annexation, it contained no population and no dwelling units.
7. Ordinance No. 9585
Annexation of 0 .87 acres in Moss Point Addition
This area should be added to District 2, to which it is contiguous At the
time of annexation, it contained no population and no dwelling units.
Areas Disannexed
1. Ordinance No. 9575
Disannexation of 1 16 acres in Trinity Ranch Addition
This area should be removed from District 3 At the time of disannexation,
it contained no population and no dwelling units This is a portion of the Fort
WorthJBenbrook Boundary Agreement.
2. Ordinance No. 9594
Disannexation of 1.131 acres in William Welch Survey No 1668
This disannexation should be removed from District 4. At the time of
disannexation, it contained no population and no dwelling units
Impact
The impact of these changes in the corporate boundaries on City Council elec-
tions is negligible. At the time these annexations occurred, no population was
added to the City. At the time the disannexations occurred, no population was
deleted from the City.
REFERENCE
NUMBER
..,
.~
flrrlinnnro Dovicinn Rn~mi;~r.in~ nf'
DATE NUMBERCE SUBJECT Single Member City Council Dis- PAGE
trict Numbers 2, 3, 4 and 6 Resulting 3
3
4-22-86 G-6648 f of
To date, very little development h as occurred in the newly annexed areas, and,
as a result, any changes in population figures since the time of annexation are
insignificant. No significant ch anges in minority access to the election
process and influence on election results are anticipated as a result of these
annexations and disannexations.
WWW iu
APPROVED BY
CeTY COUNCIL
APR ~~ 1~~6
9~~~-~.
Cftp SeazetoJy of the
Cx~y~ of E"ort UYorth, Texas
SUBMITTED FOR THE
C17Y MANAGER'S ~
DISPOSITION BY COUNf.IL.
PROCESSED BY
OFFICE BY [] APPROVED
ORIGINATING
DEPARTMENT HEAO~ Wade Adkins I. i OTHER (DESCRIBE)
CITY SECRETARY
FOR ADDITIONAL INFORMATIOHi 11 Wood 7605
D Adopte r ~nance U.
CONTACT DATE