HomeMy WebLinkAboutOrdinance 19674-05-2011ORDINANCE NO. 19674-05-2011
AN ORDINANCE AMENDING THE COMPREHENSIVE ZONING
ORDINANCE, ORDINANCE NO. 13896, AS AMENDED, SAME BEING AN
ORDINANCE REGULATING AND RESTRICTING THE LOCATION AND USE
OF BUILDINGS, STRUCTURES, AND LAND FOR TRADE, INDUSTRY,
RESIDENCE OR OTHER PURPOSES, THE HEIGHT, NUMBER OF STORIES
AND SIZE OF BUILDINGS AND OTHER STRUCTURES, THE SIZE OF YARDS
AND OTHER OPEN SPACES, OFF-STREET PARKING AND LOADING, AND
THE DENSITY OF POPULATION, AND FOR SUCH PURPOSES DIVIDING
THE MUNICIPALITY INTO DISTRICTS OF SUCH NUMBER, SHAPE AND
AREA AS MAY BE DEEMED BEST SUITED TO CARRY OUT THESE
REGULATIONS AND SHOWING SUCH DISTRICTS AND THE BOUNDARIES
THEREOF UPON "DISTRICT MAPS"; PROVIDING FOR INTERPRETATION,
PURPOSE AND CONFLICT; PROVIDING THAT THIS ORDINANCE SHALL
BE CUMULATIVE OF ALL ORDINANCES; PROVIDING A SAVINGS
CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A PENALTY
CLAUSE; PROVIDING FOR PUBLICATION AND NAMING AN EFFECTIVE
DATE.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT
WORTH:
SECTION 1.
ZC-10-185 2000 Jacksboro Highway 1.50 acres
Zoning Change:
From: "E" Neighborhood Commercial
To: "PD/E" Planned Development for all uses in "E" Neighborhood Commercial plus
car wash, quick lube, spark plugs, wires and associated maintenance uses as indicated
on the site plan; site plan approved and attached as Exhibit "A':
Description: Petries Cliff Addition, Block 1, Lot 1
1 May 03, 2011
ZC-11-026 2701 Burchill, 2000 McKenzie and 2641 and 2644 Avenue L 7.93 acres
Zoning Change:
From: `B" Two -Family, PD's 54 and 75 Planned Developments for child care
facilities with staff
To: Amend PD's 54 and 75 to all uses in "CF" Community Facilities to include
temporary lodging with development standards, minimum 8 ft. open style fence in the
front yard setback with signs, and parking in the front yard on the eastern and
southern property lines; site plan approved and attached as Exhibit `B".
Description: Polytechnic Heights Addition, Block 113RA, Block 117RA and
Dunlap's Subdivision, Lot 7BR
ZC-11-031 5320 Boat Club Road 0.61 acres
Zoning Change:
From: "A-5" One -Family
To: "ER" Neighborhood Commercial Restricted
Deccription: Greenfield Acres Addition, Block 1, Lot 12B
ZC-11-032 6001 River Oaks Boulevard 1.28 acres
From: "FR" General Commercial Restricted
To: "E" Neighborhood Commercial
Description: Cardinal Addition Block 3, Lots A & B
ZC-11-034 300 Boyce Avenue 0.07 acres
Zoning Change:
From: "I" Light Industrial
To: "A-5" One -Family
Description: South Side Addition, Block 30, Lot 25
2 May 03, 2011
ZC-11-035 Naval Air Station Fort Worth Joint Reserve Base Generally bounded
by Lake Worth, the Trinity River West Fork, City of White Settlement, and Grants
Lane 1219.38 acres
From: "A-5" One -Family
To: "PD/I" Planned Development for all uses in "I" Light Industrial plus military
related uses and excluding junkyards, sexually oriented businesses, and tattoo parlors;
site plan waived.
Description:
Being a tract of land located in the E.S. Terrell Survey, A-1549, Daniel McVean Survey,
A-1004, David V. Farmer Survey, A-523, L.W. Simpson Survey, A-1444, J.M. Shreeve
Survey, A-1456, L. Samual Survey, A-1467, J.L. Hansbough Survey, A-721, Cornelius
Connelly Survey, A-319, John McHorse Survey, A-1088, Jud Rowland Survey, A-1354
and the John Collett Survey, A-262 Tarrant County, Texas known as NAS Fort Worth
JRB (aka Carswell Air Force Base). Said tract being a resurvey of a portion of a tract
previously surveyed by T.D. Disheroon in October of 1976 and revised in October of
1978 of which survey is filed with the Corp of Engineers, Fort Worth Division and a tract
deeded to the United States of America per General Warranty Deed recorded in Volume
9081, Page 937 of the Deed Records of Tarrant County, Texas, said tract being more
particularly described by metes and bounds as follows:
Beginning at a found Corp of Engineers 3-1/2 inch Brass Monument (C.O.E.) set in
concrete base stamped no. 1 being located near the Northwest section of said NAS Fort
Worth JRB;
Thence North 00 degrees 36 minutes 57
found C.O.E. monument (damaged);
Thence South 81 degrees 59 minutes 57
found C.O.E. monument (damaged);
Thence North 00 degrees 39 minutes 31
found C.O.E. monument stamped no. 4;
seconds West, a distance of 449.79 feet to a
seconds West, a distance of 187.32 feet to a
seconds West, a distance of 540.51 feet to a
Thence the following along the Northerly line of NAS Fort Worth JRB with the common
line of the City of Fort Worth Lake Worth reservoir;
Thence South 86 degrees 35 minutes 09 minutes East, a distance of 106.75 feet to a set
5/8 inch iron rod being the beginning of a curve to the left whose chord bears North 53
degrees 01 minutes 20 seconds East, a distance of 189.25 feet and having a radius of
146.02 feet;
3 May 03, 2011
Thence Northeasterly, along said curve to the left through a central angle of 80 degrees
47 minutes 02 seconds, an arc distance of 205.88 feet to a set 5/8 inch iron rod for the end
of said curve;
Thence North 12 degrees 37 minutes 49 seconds East, a distance of 140.34 feet to a set
5/8 inch iron rod being the beginning of a curve to the right whose chord bears North 53
degrees 23 minutes 49 seconds East, a distance of 108.19 feet and having a radius of
82.84 feet;
Thence Northeasterly, along said curve to the right through a central angle of 81 degrees
32 minutes 00 seconds, an arc distance of 117.89 feet to a set 5/8 inch iron rod for the end
of said curve also being the beginning of a compound curve to the right whose chord
bears South 77 degrees 01 minutes 50 seconds East, a distance of 151.31 feet and having
a radius of 494.21 feet;
Thence Southeasterly, along said compound curve to the right through a central angle of
17 degrees 36 minutes 42 seconds, an arc length of 151.91 feet to a set 5/8 inch iron rod
for the end of said compound curve and also being the beginning of another compound
curve to the right whose chord bears South 58 degrees 34 minutes 20 seconds East, a
distance of 307.17 feet and having a radius of 915.99 feet;
Thence Southeasterly, along said compound curve to the right through a central angle of
19 degrees 18 minutes 18 seconds, an arc length of 308.63 feet to a set 5/8 inch iron rod
for the end of said compound curve;
Thence South 48 degrees 55 minutes 11 seconds East, a distance of 60.47 feet to a set 5/8
inch iron rod being the beginning of a curve to the left whose chord bears South 63
degrees 52 minutes 01 seconds East, a distance of 206.09 feet and having a radius of
399.51 feet;
Thence Southeasterly, along said curve to the left through a central angle of 29 degrees
53 minutes 39 seconds, an arc length of 208.45 feet to a set 5/8 inch iron rod for the end
of said curve;
Thence South 78 degrees 48 minutes 50 seconds East, a distance of 60.60 feet to a set 5/8
inch iron rod being the beginning of a curve to the right whose chord bears South 69
degrees 45 minutes 31 seconds East, a distance of 209.49 feet and having a radius of
665.52 feet;
Thence Southeasterly, along said curve to the right through a central angle of 18 degrees
06 minutes 38 seconds, an arc length of 210.36 feet to a set 5/8 inch iron rod for the end
of said curve;
Thence South 60 degrees 42 minutes 12 seconds East, a distance of 50.43 feet to a set 5/8
inch iron rod being the beginning of a curve to the right whose chord bears South 39
4 May 03, 2011
degrees 09 minutes 07 seconds East, a distance of 186.27 feet and having a radius of
253.54 feet;
Thence Southeasterly, along said curve to the right through a central angle of 43 degrees
06 minutes 10 seconds, an arc length of 190.73 feet to a set 5/8 inch iron rod for the end
of said curve;
Thence South 17 degrees 36 minutes 02 seconds East, a distance of 200.18 feet to a set
5/8 inch iron rod being the beginning of a curve to the left whose chord bears South 51
degrees 05 minutes 46 seconds East, a distance of 194.35 feet and having a radius of
176.08 feet;
Thence Southeasterly, along said curve to the left through a central angle of 66 degrees
59 minutes 28 seconds, an arc length of 205.88 feet to a set 5/8 inch iron rod for the end
of said curve;
Thence South 84 degrees 35 minutes 30 seconds East, a distance of 47.67 feet to a set 5/8
inch iron rod being the beginning of a curve to the left whose chord bears North 70
degrees 43 minutes 48 seconds East, a distance of 202.57 feet and having a radius of
242.58 feet;
Thence Northeasterly, along said curve to the left through a central angle of 49 degrees
21 minutes 24 seconds, an arc length of 208.97 feet to a set 5/8 inch iron rod for the end
of said curve;
Thence North 46 degrees 03 minutes 06 seconds East, a distance of 230.85 feet to a set
5/8 inch iron rod being the beginning of a curve to the right whose chord bears North 71
degrees 20 minutes 09 seconds East, a distance of 207.15 feet, having a radius of 242.51
feet and whose tangent point of intersect being a found C.O.E. monument (damaged)
bears North 46 degrees 03 minutes 06 seconds East, a distance of 114.55 feet;
Thence Northeasterly, along said curve to the right through a central angle of 50 degrees
34 minutes 05 seconds, an arc length of 214.03 feet to a set 5/8 inch iron rod for the end
of said curve;
Thence South 83 degrees 22 minutes 49 seconds East, a distance of 257.02 feet to a set
5/8 inch iron rod being the beginning of a curve to the left whose chord bears North 67
degrees 05 minutes 29 seconds East, a distance of 198.63 feet, having a radius of 201.51
feet and whose tangent point of intersect being a found C.O.E. monument (damaged)
bears South 83 degrees 22 minutes 49 seconds East, a distance of 114.14 feet;
Thence Northeasterly, along said curve to the left through a central angle of 59 degrees
03 minutes 23 seconds, an arc length of 207.70 feet to a set 5/8 inch iron rod for the end
of said curve;
5 May 03, 2011
Thence North 37 degrees 33 minutes 47 seconds East, a distance of 146.00 feet to a set
5/8 inch iron rod being the beginning of a curve to the right whose chord bears North 61
degrees 20 minutes 09 seconds East, a distance of 372.09 feet, having a radius of 461.52
feet and whose tangent point of intersect being a found Railroad Spike bears North 37
degrees 33 minutes 47 seconds East, a distance of 203.29 feet;;
Thence Northeasterly, along said curve to the right through a central angle of 47 degrees
32 minutes 44 seconds, an arc length of 382.98 feet to a set 5/8 inch iron rod for the end
of said curve also being the beginning of a reverse curve to the left whose chord bears
North 58 degrees 19 minutes 09 seconds East, a distance of 245.58 feet, having a radius
of 272.45 feet and whose tangent point of intersect being a found C.O.E. monument
stamped no. 17 bears North 85 degrees 06 minutes 31 seconds East, a distance of 137.55
feet;
Thence Northeasterly, along said reverse curve to the left through a central angle of 53
degrees 34 minutes 30 seconds, an arc length of 254.76 feet to a set 5/8 inch iron rod for
the end of said reverse curve;
Thence North 31 degrees 31 minutes 47 seconds East, a distance of 50.00 feet to a set 5/8
inch iron rod being the beginning of a curve to the right whose chord bears North 46
degrees 51 minutes 35 seconds East, a distance of 194.81 feet, having a radius of 368.44
feet and whose tangent point of intersect being a found C.O.E. monument (damaged)
bears North 31 degrees 31 minutes 47 seconds East, a distance of 101.00 feet;
Thence Northeasterly, along said curve to the right through a central angle of 30 degrees
39 minutes 35 seconds, an arc length of 197.16 feet to a set 5/8 inch iron rod for the end
of said curve ;
Thence North 62 degrees 11 minutes 22 seconds East, a distance of 62.90 feet to a found
C.O.E. monument (damaged);
Thence North 49 degrees 01 minutes 50 seconds East, a distance of 109.87 feet to a set
5/8 inch iron rod being the beginning of a curve to the right whose chord bears North 61
degrees 43 minutes 51 seconds East, a distance of 275.82 feet, having a radius of 627.30
feet and whose tangent point of intersect being a found C.O.E. monument (damaged)
bears North 49 degrees 01 minutes 50 seconds East, a distance of 141.37 feet;
Thence Northeasterly, along said curve to the right through a central angle of 25 degrees
24 minutes 01 seconds, an arc length of 278.09 feet to a set 5/8 inch iron rod for the end
of said curve also being the beginning of a compound curve to the right whose chord
bears South 88 degrees 16 minutes 52 seconds East, a distance of 175.17 feet, having a
radius of 294.72 feet and whose tangent point of intersect being a found C.O.E.
monument stamped no. 21 bears North 74 degrees 25 minutes 52 seconds East, a distance
of 91.73 feet;
6 May 03, 2011
Thence Southeasterly, along said compound curve to the right through a central angle of
34 degrees 34 minutes 37 seconds, an arc distance of 177.86 feet to a set 5/8 inch iron rod
for the end of said curve also being the beginning of another compound curve to the right
whose chord bears South 54 degrees 32 minutes 50 seconds East, a distance of 191.69
feet, having a radius of 338.56 feet and whose tangent point being a found C.O.E.
monument stamped no. 22 (Bent) bears South 70 degrees 59 minutes 35 seconds East, a
distance of 99.93 feet;
Thence Southeasterly, along said compound curve to the right through a central angle of
32 degrees 53 minutes 26 seconds, an arc length of 194.35 feet to a set 5/8 inch iron rod
for the end of said compound curves;
Thence South 38 degrees 06 minutes 05 seconds East, a distance of 110.29 to a set 5/8
inch iron rod being the beginning of a curve to the left whose chord bears South 60
degrees 11 minutes 50 seconds East, a distance of 308.75 feet, having a radius of 410.40
feet and whose tangent point of intersect being a found C.O.E. Railroad Spike bears
South 38 degrees 06 minutes 05 seconds East, a distance of 166.61 feet;;
Thence Southeasterly, along said curve to the left through a central angle of 44 degrees
11 minutes 29 seconds, an arc length of 316.54 feet to a set 5/8 inch iron rod for the end
of said curve also being the beginning of a compound curve to the left whose chord bears
North 71 degrees 59 minutes 45 seconds East, a distance of 254.98 feet, having a radius
of 293.87 feet and whose tangent point of intersect being a found Manhole Lid bears
South 82 degrees 17 minutes 34 seconds East, a distance of 141.50 feet;
Thence Northeasterly, along said compound curve to the left through a central angle of
51 degrees 25 minutes 21 seconds, an arc distance of 263.74 feet to a set 5/8 inch iron rod
for the end of said compound curve also being the beginning of a reverse curve to the
right whose chord bears North 66 degrees 26 minutes 48 seconds East, a distance of
123.46 feet and having a radius of 179.09 feet;
Thence Northeasterly, along said reverse curve to the right through a central angle of 40
degrees 19 minutes 28 seconds, an arc length of 126.04 feet to a set MAG PK nail in
asphalt for the end of said reverse curve, from said set MAG PK nail, the tangent point
of intersect for the last mentioned reverse curve total arc being a found C.O.E. monument
stamped no. 25 bears North 63 degrees 42 minutes 28 seconds West, a distance of 45.28
feet;
Thence the following along the division line between the NAS Fort Worth JRB and the
Federal Bureau of Prisons;
Thence South 00 degrees 07 minutes 37 seconds East, along the centerline of a asphalt
road, a distance of 926.94 feet to a set MAG PK nail in asphalt also being the beginning
of a curve to the right whose chord bears South 18 degrees 41 minutes 30 seconds West,
a distance of 192.34 feet and having a radius of 298.14 feet;
7 May 03, 2011
Thence Southwesterly, along said curve to the right through a central angle of 37 degrees
38 minutes 13 seconds, an arc length of 195.84 feet to a set MAG PK nail in asphalt for
the end of said curve;
Thence South 37 degrees 30 minutes 36 seconds West, a distance of 81.65 feet to a set
MAG PK nail in asphalt;
Thence South 01 degrees 03 minutes 59 seconds East, passing a found 5/8 inch iron rod
at 26.46 feet and continuing for a total distance of 973.23 feet to a found 5/8 inch iron
rod;
Thence North 57 degrees 32 minutes 30 seconds East, a distance of 318.68 feet to a found
'/z inch iron rod;
Thence North 77 degrees 51 minutes 17 seconds East, a distance of 113.72 feet to a found
Y2 inch iron rod;
Thence North 29 degrees 28 minutes 53 seconds East, a distance of 236.45 feet to a found
1/2 inch capped iron rod (Brittain & Crawford);
Thence South 89 degrees 04 minutes 04 seconds East, a distance of 7.64 feet to a found
5/8 inch iron rod;
Thence South 01 degrees 34 minutes 17 seconds East, a distance of 594.33 feet to a found
5/8 inch iron rod;
Thence North 54 degrees 09 minutes 16 seconds East, a distance of 321.72 feet to a found
5/8 inch iron rod;
Thence South 35 degrees 50 minutes 44 seconds East, a distance of 776.46 feet to a found
5/8 inch iron rod on the easterly line of said NAS Fort Worth JRB with the Westerly line
of the West Fork of the Trinity River as deeded to the Tarrant County Water Control &
Improvement District No. 1, recorded in Volume 4931, Page 462 of said Deed Records,
from said found 5/8 inch iron rod a found C.O.E. monument stamped no. 54 bears North
59 degrees 37 minutes 12 seconds East, a distance of 336.46 feet;
Thence the following along said Easterly line of NAS Fort Worth JRB with the said
Westerly line of the West Fork of the Trinity River;
Thence South 59 degrees 37 minutes 12 seconds West, a distance of 453.95 feet to a
found C.O.E. monument (damaged) and being the beginning of a non -tangent curve to
the left whose chord bears South 14 degrees 23 minutes 47 seconds West, a distance of
1050.59 feet and having a radius of 740.00 feet;
8 May 03, 2011
Thence Southwesterly, along said non -tangent curve to the left through a central angle of
90 degrees 26 minutes 49 seconds, an arc length of 1168.16 feet to a found C.O.E.
monument stamped no. 56 for the end of said non -tangent curve;
Thence South 30 degrees 01 minutes 19 seconds East, a distance of 375.03 feet to a found
C.O.E. monument stamped no. 57 and being the beginning of a non -tangent curve to the
left whose chord bears South 43 degrees 56 minutes 43 seconds East, a distance of
678.84 feet and having a radius of 1403.14 feet;
Thence Southeasterly, along said non -tangent curve to the left through a central angle of
27 degrees 59 minutes 51 seconds, an arc length of 685.64 feet to a found C.O.E.
monument (damaged) for the end of said non -tangent curve;
Thence South 57 degrees 56 minutes 38 seconds East, a distance of 490.22 feet to a found
C.O.E. monument (damaged) and being the beginning of a curve to the right whose chord
bears South 24 degrees 24 minutes 07 seconds East, a distance of 125.05 feet and having
a radius of 111.30 feet;
Thence Southeasterly, along said curve to the right through a central angle of 68 degrees
21 minutes 15 seconds, an arc length of 132.78 feet to a found C.O.E. monument stamped
no. 60 for the end of said curve;
Thence South 08 degrees 50 minutes 08 seconds West, a distance of 239.29 feet to a
found C.O.E. monument stamped no. 61 and being the beginning of a non -tangent curve
to the left whose chord bears South 16 degrees 27 minutes 32 seconds East, a distance of
708.93 feet and having a radius of 767.00 feet;
Thence Southeasterly, along said non -tangent curve to the left through a central angle of
55 degrees 03 minutes 05 seconds, an arc length of 736.95 feet to a found C.O.E.
monument stamped no. 62 for the end of said non -tangent curve;
Thence South 44 degrees 19 minutes 17 seconds East, a distance of 768.71 feet to a found
C.O.E. monument (damaged) and being the beginning of a non -tangent curve to the left
whose chord bears South 55 degrees 51 minutes 50 seconds East, a distance of 660.45
feet and having a radius of 1655.00 feet;
Thence Southeasterly, along said non -tangent curve to the left through a central angle of
23 degrees 01 minutes 09 seconds, an arc length of 664.92 feet to a found C.O.E.
monument no. 64 for the end of said non -tangent curve;
Thence South 67 degrees 22 minutes 25 seconds East, a distance of 330.93 feet to a found
C.O.E. monument (damaged);
Thence the following leaving the Westerly line of the West Fork of the Trinity River and
continuing along with the city line of the City of Fort Worth generally noted as the
following:
9 May 03, 2011
Thence North 89 degrees 49 minutes 59 seconds West along the southern lines of the
Edgewater Estates and Timberlake Heights subdivisions and projecting westward a
distance of 3,822 feet;
Thence South, a distance of approximately 1,006 feet to the northern line of the C.
Connelly Survey, Abstract 319;
Thence South 89 degrees 20 minutes West along the northern lines of the C. Connelly
Survey Abstract 319, the B.L. Samuel Survey Abstract 1467, and the J.M. Shreeve
Survey Abstract 1456, in all a total of approximately 2,327 feet;
Thence departing the northern line of the J.M. Shreeve Survey Abstract 1456 South 00
degrees 34 minutes 02 seconds East, a distance of 734.4 feet to the most southerly
southeast corner of the City of Fort Worth city limit line with White Settlement, also
being the southeast corner of Tract 2 of the J. M. Shreeve Survey Abstract 1456;
Thence following the south line of Tract 2 of the J. M. Shreeve Survey Abstract 1456
South 88 degrees 25 minutes West, a distance of 1,458 feet to the most southerly
southwest corner of the City of Fort Worth city limit line with White Settlement, also
being the southwest corner of Tract 2 of the J. M. Shreeve Survey Abstract 1456;
Thence North 00 degrees 48 minutes West, a distance of 728 feet to the northern line of
the J.M. Shreeve Survey Abstract 1456;
Thence South 89 degrees 26 minutes West, along the northern line of the J.M. Shreeve
Survey Abstract 1456 a distance of 1,739 feet to the east right-of-way line of North
Grants Lane;
Thence North, along the eastern right-of-way line of North Grants Lane an approximate
distance of 71 feet to the north right-of-way line Clifford Lane;
Thence North 00 degrees 18 minutes 58 seconds East, leaving said existing North
R.O.W. line of Clifford Street, passing a found fence corner post at 1.12 feet and
continuing for a total distance of 4161.46 feet to a found Y cut in concrete, from said Y
cut in concrete an + cut in concrete bears South 70 degrees 21 minutes 24 seconds West,
a distance of 5.50 feet;
Thence North 30 degrees 39 minutes 53 seconds East, a distance of 389.09 feet to a found
Y cut in concrete, from said Y cut in concrete an + cut in concrete bears South 71 degrees
53 minutes 56 seconds West, a distance of 5.65 feet;
Thence North 00 degrees 38 minutes 26 seconds West, a distance of 1808.36 feet to a set
5/8 inch iron rod;
10 May 03, 2011
Thence North 89 degrees 08 minutes 46 seconds East, a distance of 4.75 feet to a set 5/8
inch iron rod;
Thence South 45 degrees 49 minutes 18 seconds East, a distance of 212.70 feet to a set +
cut in concrete;
Thence North 89 degrees 07 minutes 51 seconds East, a distance of 150.00 feet to a found
C.O.E. monument no. 130;
Thence North 43 degrees 54 minutes 51 seconds East, a distance of 212.63 feet to a found
C.O.E. monument (damaged);
Thence North 88 degrees 57 minutes 10 seconds East, passing a set 5/8 inch iron rod at
16.55 feet and continuing for a total distance of 350.71 feet to a found C.O.E. monument
no. 131-A;
Thence North 00 degrees 59 minutes 30 seconds West, a distance of 1007.80 feet to a
found C.O.E. monument no. 131-B being the most Northwest corner of said NAS Fort
Worth JRB;
Thence North 77 degrees 08 minutes 30 seconds East, a distance of 134.00 feet to a set +
cut in concrete;
Thence North 81 degrees 26 minutes 30 seconds East, a distance of 123.80 feet to a set +
cut in concrete also being the beginning of a curve to the right whose chord bears North
88 degrees 26 minutes 28 seconds East, a distance of 199.35 feet and having a radius of
716.25;
Thence Northeasterly, along said curve to the right through a central angle of 15 degrees
59 minutes 56 seconds, an arc length of 200.00 feet to a set 5/8 inch iron rod also being
the beginning of a compound curve to the right whose chord bears South 70 degrees 04
minutes 48 seconds East, a distance of 154.77 feet and having a radius of 358.12 feet;
Thence Southeasterly, along said compound curve to the right through a central angle of
24 degrees 57 minutes 31 seconds, an arc length of 156.00 feet to a set + cut in concrete
also being the beginning of another compound to the right whose chord bears South 39
degrees 53 minutes 42 seconds East, a distance of 144.28 feet and having a radius of
237.20 feet;
Thence Southeasterly, along said compound curve to the right through a central angle of
35 degrees 24 minutes 41 seconds, an arc length of 146.60 feet to a set + cut in concrete
being the end of said compound curves;
Thence South 22 degrees 41 minutes 22 seconds East, a distance of 253.76 feet to a found
C.O.E. monument (damaged) also being the beginning of a non -tangent curve to the right
11 May 03, 2011
whose chord bears South 32 degrees 26 minutes 55 seconds East, a distance of 187.71
feet and having a radius of 338.75 feet;
Thence Southeasterly, along said non -tangent curve to the right through a central angle of
32 degrees 10 minutes 13 seconds, an arc length of 190.20 feet to a found C.O.E.
monument no. 131-I;
Thence South 01 degrees 01 minutes 18 seconds East, a distance of 486.56 feet to a found
C.O.E. monument no. 131-J;
Thence North 88 degrees 59 minutes 27 seconds East, a distance of 218.84 feet to the
Point of Beginning and containing a gross area of 88,274,204 square feet or 2026.50
acres of land of which the following are SAVE AND EXCEPT;
Lockheed Martin Area = 5,294,906 square feet or 121.55 acres
Road R.O.W. Area = 9,371 square feet or 0.22 acres
Cemetery Area = 7,767 square feet or 0.18 acres
Hawks Creek Golf Course Area = 8,158,651 square feet or 187.29 acres
Leaving NAS Fort Worth JRB with a net area of 74,803,509 square feet or 1,717.26 acres
of land.
ZC-11-036 5028 Pershing Avenue 0.15 acres
Zonine Change:
From: "ER" Neighborhood Commercial Restricted
To: "C" Medium Density Multifamily
Description: Chamberlain Arlington Heights 1st, Block 74, Lots 25 & 26
SECTION 2.
That the zoning regulations and districts, as herein established, have been made in
accordance with the comprehensive plan for the purpose of promoting the health, safety,
morals and general welfare of the community. They have been designed to lessen
congestion in the streets; to secure safety from fire, panic, flood and other dangers; to
provide adequate light and air; to prevent overcrowding of land; to avoid undue
concentration of population; to facilitate the adequate provisions of transportation, water,
sewerage, parks and other public requirements. They have been made after full and
complete public hearing with reasonable consideration, among other things, of the
character of the district and its peculiar suitability for the particular uses and with a view
12 May 03, 2011
of conserving the value of a building and encouraging the most appropriate use of land
throughout the community.
SECTION 3.
That this ordinance shall be cumulative of all other ordinances of the City of Fort Worth
affecting zoning and shall not repeal any of the provisions of such ordinances, except in
those instances where provisions of such ordinances are in direct conflict with the
provisions of this ordinance.
SECTION 4.
That all rights or remedies of the City of Fort Worth, Texas, are expressly saved as to any
and all violations of Ordinance Nos. 3011, 13896 or any amendments thereto that have
accrued at the time of the effective date of this ordinance; and as to such accrued
violations, and all pending litigation, both civil or criminal, same shall not be affected by
this ordinance but may be prosecuted until final disposition by the courts.
SECTION 5.
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 the valid judgment or decree of any court of competent jurisdiction,
such voidness, ineffectiveness or unconstitutionality shall not affect any of the remaining
phrases, clauses, sentences, paragraphs or sections of this ordinance, since the same
would have been enacted by the City Council without the incorporation herein of any
such void, ineffective or unconstitutional phrase, clause, sentence, paragraph or section.
SECTION 6.
That any person, firm or corporation who violates, disobeys, omits, neglects or refuses to
comply with or who resists the enforcement of any of the provisions of this ordinance
shall be fined not more than Two Thousand Dollars ($2,000.00) for each offense. Each
day that a violation is permitted to exist shall constitute a separate offense.
13 May 03, 2011
SECTION 7.
That the City Secretary of the City of Fort Worth, Texas is hereby directed to publish this
ordinance for two (2) days in the official newspaper of the City of Fort Worth, Texas, as
authorized by V.T.C.A. Local Government Code Subsection 52.013.
SECTION 8.
That this ordinance shall take effect upon adoption and publication as required by law.
APP>) pVED AS TAM AND LEGALITY:
Assistant City Attorney
Adopted: Mav 3, 2011
Effective: 4.,3 a-ai1
14 May 03, 2011
:ienerai Notes
CS, d ;sr Worth - 54. 2 .
W 21Jt ' E 440/ Ifre/as,eood Cruwpr i'ER 614Yl0f
Soto A... Total • 70560 Speyer Fry
]M Err l.cawno Nre OrwdrsprowJ... 0,21 11* • sae eqr• fan
Jet A. tat 5►w1 Rrn/Alpeorlw. 5't I.* • See Spfsw f• t
•ateIowa
r eM 540.2 to 0* WIr0,..[wy 20 to 31r and. and
600rnatry I40 Ems
sae ere Ire liner 7 to tr Wwuunuy 30' woo sod ana0bnataW 00' bast
a [venal.
M row rowae 63C Pr Wray der Grp 502.401, I:awd S*td•YU
's nun y oafs a ewe, 700 Ali to 000 W Eno SW 5*. n PH
r•,y Two •b wanton~ Nang yaws pm tudtV - far W tolr .N't•e
yet I olsi wo,h tArryn rare re Mr
Arr. ua- y I4.-0' .... A.jr is Ira Iai10¢
4.e40 re 10 *acme 26'•0 n n. je oral toner ,r1 ,c raper
36• r n •rlir
w sews* Wp is Mtlnp6 .a 0. awl IAce au boat
van,MONr .ado. woo .d .r0Men rota.!. -.-
an toe 2e peel On • J brie - /otr Sown . 2r<-7 AR
Appwcaw .0 co�4y awn t „y CYd.t0O•
lYDwn Fos~, ddw.lw►
a+jl.w adronce
Weevers Requested Dy Appeccsrt,
20 3' sat5•c0 on wear ad• of ma Me 216l Way
'5 Pwwy Waco
a.!Wee 0M•KW
21 alaeaa po.de
w,o .ee Y10)00a0wy amp. aw W
.swat a Wow of sty wowing
two rd vat1, r.0
1110200E OS I
Wx.n6lt6 .wlal - 04011 SO."
Beer .r • vv.
ae 1fis>Kx' 1
/
r.,..
nnw. , a MeH rt•+n• M� •+
01 alf „AM-- Fy11 >' _CA4 WAIN ASP 4J AART1 9�IJI
- u0E old 141E Bwldng NOtei
'ne awn a rr lane rd T.. Nibs .6 Is were b thew WSW was
• SPra Pop. nd Wow Seer and aMUN W, • My . 0 r fins chw,oa and Woo
• A*Ubadi. DWI - Won •aa ral0P0 • lteraaum and 140442 of wf Wade
11 C Brea realer re re Imp bee • eettrera sass and WW1.,
- 0 u+wW • Wqw alieri - era ad oat W7w
• /4. A. awe .-own afcn fawn - Was one MtWnts
• State wows. ---
b a.V haw,,.
tr
:,PR 0 r?J11
Cars smen,
Esn ,0.03
6walnprl0.0.0 .io0U/ PW'I.
Mew 3021 b*00ao *demon I
dry/Satfat Walt T•,n 7104
tljgimw I6.ow 09,aitle
hank Arco a762500*
E•W Arens mette•aelcaa
Or oht
lsr:.i ,1"71ttr
A ._
-a •.rd.. C-r L.01, a+Y,11' • , au lo-:re feel
Giotto.- of andNaming,praertt
_
Net. Fei Sava» Car VINO sod WeekWeekand Tune euidtng SP-01
TERRY M. HARDEN ARCHITECTS, INC.
P- Fe rr0l M0-
2'011-6O2-6
Samar .So
Zoning Case Number: ZC n 10185 1l �..0
e 0 *0le0t • see TEARY W EMARCSS ARC4!E0T5. IMC
'1
NOI ES BY SYMBOL LOh1NG
KEY _-_ NOTE
NEW F.1X'.E
2 NON CI]ilLIA.NT LATE AT CASTPC1 DM/6
J NEW WA.
a Ex8Y41C 5W6•8C:
.6 NEW PARKIN • PART 1.19 PINSF
AFAN2,67AE6) i RECM290.IR60 PHISICP.O.*
(6,0229.1Ah1 9I14LA2.41
,7 H4W PENCE• NTERr.A.F
.6 FASTING FIRE I01)4422:T'
9 AH'FNOKIMAT8 s,OOCATLIN OF NEM CUIY: CUT'
,10 LLIFON ADDITION ;., 190 Sly T72M4ICHE2IS'NIC
OULAfq tN MATE.'NA: MD HEgHT
COMPLIANCE NOTE:
THE SITE 55 AN Wk.l WFf .4 TO SECTION 4.M0.. LAN2SO221196
THE SITE P•A4. WL.L 80940f44 TO SECTION 6A*0 mem 0RkS14
ZONING REQUESTED VARIANCES
520NWLAN YF T' OP . SM.k AS,TAL o.o WIT•9F4 THEFFO41
YARD S£T5ACA WITH MASONRY S1' DNAT4E.
2 PARKING WITH*. THE PRot1 YARD ON THE EASTERN
PRDPERTY LPM1
3 WAf6ER TO Al LOW PORfAOFEAAft1ND 1 HNN•26,2 qF
PEOLYRE E1t1 120R 44 8E111 C1-02821PROIERTII
95 WA1 Wit 1174! TIY FOP MAX Of &X DPP:•IEIGHT TO INE PFAX
OF95418 ES'1RUCTLi*41
5 W A1Mf TO K:11Y! FOR I HT TA.1 FF,N{ ALONG CAS' CDC* Of -
PAWNS AT AJANDDAYr.O C0004E8 AYE. PX)TE P 2 2 2p0YEI
ZONING REQUIRMENTS _ _
1 CU OEVI`IGHRCCNa.1 fEL FROM Sf/5E67.F.0 AND 6ET4ACK
PF>N YPEMENTS FXCFPT AS NOTE;.
2 1170PVNT1CH44 40TE0 FROM UGH TING STAAt1WDS
3 FUT,IE 2I228CR15E3 WRI COW** W11H All
A242,.61E41L2476, EXCEPT AS woo
A WENCH CONSTNUCIYM PA TERMS, AM
ENTRANCES447S TO FUT,IRE STPUCTURES ARE 10INHOWN
AT T••IG TINE
9 NEW *PC •11TURE PMKl4G AS SHOWN Wl.. CWS,Y WITH
A21,HCO MiEMENT9 E.L'£4'T AS HDTED. EXACT LUCA•HON OF
ACl,SS DRIVES MD INTERIM 42•CU0AR CI CU ATION IS
19I042W4.A/ 14LS2J.
S 1.0lA22021 QFUWP6TEHSAIR 601.0I110ItRS:COPACTOP27
Mc 44 OETERWEO 26 PART OF P ITH,E gJf-,19174 0E429.
LEGAL DESCRIPTION OF PROPERTY:
107 7-44, C1111ARS 6:I86NYI5CN AS RECO WD N CANIRET 8,
1P42310PRi C.1.
SLOUf 'IS.R A 6 MOO, 117.R-A, R'xr ECHNIC HEIGHTS AS
RECORDEOw 9,u11E 348-30 PAGE Hy PACT C.T
+6k2.74724 AJLMIE PR POSPD91REE1 YA7A MCC CITY 62 HCMT
WORTH CASE NK YA-01I-009. WC, 674I12,'A•
DEVELOPMENT SCHEDULE:
PHASE I:
PEM00e, EXISTING P41L DINGS FC271. WSTta1A4."WEWG•4T
FAC6ITES POP 134 PEOPLE : TOTAI All a EA5TE6 G A IYNOC'
PHASE II:
LIEETIX3 7A2JI1 TY AUUI I IONH YAR62 C
PHASE III:
DVEPNi .11T • A6S21rY. ALYIT'KANL PAR407C
f
BURCHILL ROAD
I1.1 1,51 <
PARKING CALCULATIONS -
MINISTRY FORMATION CENTER
IEOURE➢PARSNIP
P E1! A"'F7 i C7R.ATION 654* ED XPACES
.L.OH4ATC:RY 81 At O�CiFASTS 75: ( SINS
!MI/Writ l'AIPUNG t
TOTAL 5p616RED 162
HRCAPIAD PARXINS
_ 0.311IF PAM1.2 SPACES:
61
15719.YEr {6
tSYA R
FEW PN1YJ40 (PART OP PHASE 4
HARD A13A4DC 4O C00' 70 AVF' ANA 67 &PACTS • TO BF 116E0 48 A::M:.ENT
115. Y ^M4k JF 3e5:,1GA1KH Y: C.47122.N
J. .if.
19'
r0.440.13,
.1E ER
MASONRY SIGN & METAL
9 FENCE ELEVATION
LSGLE 171'.i'.8
MF1H
f iwCEKA
OWNER:
1:ATHC.IC DIOf:EM CIF FORT WORM
SOSW ovtS SOUTH
FORT *ORRt. TEXAS 76196
PH 117S242/37
CONTACT. UC "WY 16RAGDS90
ARCHITECT:
°CONNOR ARCHITECTURE L WTEHJOH 6ESI0N LTD
904 1NMN SINCE
FORT WORTH TEXAS T6fix
955 URE MRKND (PHASE L i E) PH 45747722 9T
PAFKINT3 WIC SE 2640492E8 411*RE D6•SIGNATED RA664 Oh 6.630E 4E62/1117.4ENT5 AT THE TP.S .wM.1W67y1
d *11.09 G DESIGN
Ct$4IACT EAR. RATNDNDOS.W*..1F AM
Block 113-R•A k -R-.
aMm9 HNgRW
�--^ 2-41912/72112IACCIW
AREA TO REMAIN
t
�_ 12p.
56
0
IA 0
OVERALL SITE PLANT
i ZONING
icA,E 1'. Cu,
D8RCCTOR OF PLANING ANC. DEYC1C44114T
LATE
Ministry. rot -illation Center
rOKTht C.A T t 1C7L is _t)h c: L.5r or f `,K,1_WOK' i ri
Zoning Case # ZC-01102
7a
BURCHILL ROAD S TE - FORT WORTH, TX
SHEET NA
A.01
R
75