I
Exhibit 8188
4
7t, ) I
l
4 pçie.4
METES AND BOUNDS DESC1UPT1ON FOR SUBDiSTRiCT I
CYPRESS COVE PLANNH) DEVELOPMENT
BEING a parcel of land located in the City of Dallas, Dallas County, Texas, a part of the B.O.C.
Pound Survey, Abstract No. 1143. a part of the B.O.C. Pound Survey, Abstract No. 1168, and being a
part of that called 326.422 acre tract of land described in Deed to D.R. Horton-Texas, Ltd. as
recorded as Document No. 200503632072, Dallas County, and being more particularly described as
follows:
COMMENCING at an iron rod found at the southwest corner of said 326.422 acre tract, said point
being in the centerline intersection of Barnes Bridge Road and Bobtown Road (a variable width
R (1W.);
Thence North 01 degrees 35 minutes 31 seconds West a distance of 65.20 feet to an iron rod found in
the centerline of Bobtown Road;
Thence along the centerline of Bobtown Road as follows:
Northwesterly, 205.37 feet along a curve to the left having a radius of 997.98 feet, a central
angle of 11 dcgrccs 47 minutes 27 seconds, a
of] 03.05 feet, and a chord bearing and distance
of North 05 degrees 22 minutes 21 seconds West, 205.01 feet to an iron rod found for corner;
Northwesterly. 1 04.R9 along a curve to the left having a radius of 93R 20 feet, a central angle
of 06 degrees 24 minutes 21 seconds, a tangent of 52.50 feet, and a chord bearing and distance of
North 13 degrees 59 minutes 29 seconds West. 104.84 feet to the POINT OF BEGINNING OF THIS
TRAC’f OF LAND;
tangent
Thence along the centerline of Bobtown Road as follows:
Northwesterly, 100.46 along a curve to the left having a radius of 938.20 fret, a central angle
of 06 dcgiscs 08 minutes 07 seconds, a tangent of 50.28 feet, and a chord bearing and distance of
North 20 degrees 15 minutes 42 seconds West, 100.42 feet to an iron rod found for corner;
Northwesterly, 257.98 feet along a curve to the right having a radius of 1,177.68 feet, a
central angle of 12 degrees 33 minutes 05 seconds, a tangent of 129.5] feet. and a chord bearing and
distance of North 19 degrees 27 minutes 57 seconds West, 257.47 feet to an iron rod found for corner;
Northwesterly, 258,00 feet along a curve to the right having a radius of 1,161.45 feet, a
central angle of 12 degrees 43 minutes 39 seconds, a tangent of 129,53, and a chord bearing and
distance of North 06 degrees 43 minutes 46 seconds West, 257.4? feet to an iron rod found for corner;
North 00 degrees 03 minutes 51 seconds East, a distance ‘of 1,646.69 feet to a one-half inch
iron rod set for cornur;
Thence South 89 degrees 47 minutes 53 seconds East, a distance of 1,332.71 feet to a exit-half inch
iron rod set for corner;
Thence North 00 degrees 03 minutes 51 seconds East, a distance of 2,130.01 feet to a one-half inch
iron rod set for corner, said point being in the south line of Block 4 of the Highcrest Addition to the
City of Garland as recorded in Volume 84064, Page 2890 of the D.R.D,C.T. also being in the north
line of said 326.422 acre tract of land;
Thence along the south line of said 1iighcrest Addition the following courses and distances:
South 89 degrees 06 minutes 14 seconds East, a distance of 46.91 feet to a one-half inch iron
rod found;
Z089-236--Page 1 of 8
I)
9709
1 0 1(3 R
South 88 degrccs 5 minutes 38 seconds East, a distance of 62.15 fcct to a concrete
monument found;
North 87 degrees 06 minutes 47 seconds East. a distance of 5795 feet to a one-half inch iron
found;
rod
North 84 degrees 54 mmutes 17 seconds East, a distance of 186.15 feet to a five-eighths inch
iron rod found with a plastic yellow cap stamped “Cotton Surveying”;
South 75 degrees 36 minutes 30 seconds East, a distance of 22.09 feet to a concrete
monument found at the southeast corner of Lot 50, Ulock 4 of said Higherest Addition also being the
southwest corner of a tract of Land conveyed to the City of Garland described in Volume 84024, Page
3630 of the D.R.D.C.T.,
Thence along the south line of said City of Garland tract the following courses and distances:
South 75 degrees 22 minutes 54 seconds East, a distance of 30.32 feet to a five-eighths inch
iron rod found with a plastic yellow cap stamped “Cotton Surveying”;
North 22 degrees 58 minutes 06 seconds East a distance of 35.70 feet to a five-eighths inch
iron rod found with a plastic yellow cap stamped “Cotton Surveying”;
North 82 degrees Ziminutes 06 seconds East, a distance of 182.00 feet to a one-half inch iron
rod set for corner;
North 88 degrees 38 minutes 06 seconds East a distance of 150.04 ktt to a oiiu-half inch iron
rod set for corner;
South 65 de5rees 54 minutes 54 seconds East a distance of 126.16 feet to a one-half inch iron
rod set for corner;
South 05 degrees 12 minutes 53 seconds East a distance of 8.99 feet to a one-half inch iron
corner;
for
set
rod
South 65 degrees 37 minutes 17 seconds East a distance of 37.52 feet to a one-half inch iron
rod set for corner;
North 01 degrees 30 minutes 58 seconds West a distance of 46.60 feet to a one-half inch iron
for
corner, being the southwest corner of Lot 12, Block 6 of Anchor Point. an Addition to the
rod set
City of Garland described in Volume 81004, Page 3280 of the D.R.D.C.T.;
Thence along the south line of said Anchor Point Addition the following courses and distances:
South 79 degrees 32 minutes 07 seconds East a distance of 51.66 feet to a one-half inch iron
rod set for corner;
North 68 degrees 41 minutes 01 seconds East a distance of 48,71 feet to a one-half inch iron
rod set for corner;
South 71 degrees 32 minutes 54 seconds East a distance of 77.97 feet to a one-half inch iron
rod set for corner;
North 37 degrees 17 minutes 54 seconds East a distance of 42.52 feet to a one-half inch iron
rod set for corner;
North 18 degrees 47 minutes 23 seconds West a distance of 93.48 feet to a one-half inch iron
rod set for corner;
North 21 degrees 16 minutes 08 seconds East a distance of 63.60 feet to a one-half inch iron
rod set for corner;
South 43 degrees 24 minutes 59 seconds East a distance of 59.17 feet to a one-half inch iron
rod set for corner;
North 86 degrees 34 minutes 34 seconds East a distance of 81.23 feet to a one-half inch iron
rod set for corner;
North 14 degrees 09 minutes 08 seconds West a distance of 55.60 feet to a one-half inch iron
for
corner;
set
rod
North 41 degrees 02 minutes 42 seconds East a distance of 43.39 feet to a one-half inch iron
rod set for corner;
Z089-.236--Page 2 of 8
$
Exhibit 818B
5
r.
4
South 60 degrees 52 minutes 00 seconds East a distance of 27.32 feet to a one-half inch iron
corner;
set
for
rod
North 53 degrees 17 minutes 13 seconds East a distance of 134.52 feet to a one-half inch iron
rod set for corner;
South 83 degrees 04 minutes 09 seconds East a distance of 29136 feet to a five-eighths inch
iron rod found with a plastic yellow cap stamped “Cotton Surveying”;
North 03 degrees 35 minutes 32 seconds East a distance of 242.66 feet to a one-half inch iron
rod found at a fence line intersection;
Thence South 87 dcgrccs 21 tmnu.tes 51 seconds East a distance of 150.02 feet to apoirit for corner;
Thence South 03 degrees 35 minutes 32 seconds West a distance of 690.64 feet to a point for corner;
Thence Southeasterly, 1453.60 feet along a curve to the left having a radius of 4500 .00 feet, a central
angle of 18 degrees 30 minutes 28 seconds, a tangent of 733.19 feet, and a chord bearing and distance
of South 05 degrees 39 minutes 42 seconds East, 1447.30 feet to a point for corner;
Thence Southeasterly, 727.43 along a curve to the nght having a radius of 2050.00 feet, a central
angle of 20 degrees 19 minutes 52 seconds, a tangent of 367.58 foot, and a chord bcaring and distance
of South 04 degrees 45 nuzwtes 00 seconds East, 723.62 feet to a point for corner;
Thence along a line 20 feet north and west of and parallel to an existing fence line the following
courses and distances:
South 65 degrees 57 minutes 13 seconds West a distance of 622 .94 feet to an iron rod found;
South 66 degrees 06 minutes 48 seconds West a distance of 293.77 feet to an iron rod found,
South 65 degrees 52 minutes 04 seconds West a distance of 209.91 feet to an tron rod found;
South 21 degrees 04 minutes OS seconds West a distance of 473.75 feet to an iron rod found;
Thence South 84 degrees 08 minutes 21 seconds West, a distance of 282.69 to a point for corner;
Thence South 58 degrees 46 minutes I I seconds West, a distance of 759.56 feet to a point for corner;
Thence South 57 degrees 36 minutes 39 seconds West, a distance of 776.10 feet to a point for corner;
Thence South 51 degrees 40 minutes 28 seconds West, a distance of 469.10 feet to the
POINT OF BEGINNING and containing 8,150,254 square feet or 187.104 acres of land.
Z089-23 6--Page 3 of 8
4
III
I r Io6 o
Exhibit8l8B
1j1
METhS AND BOUNDS DESCRIPTION FOR SUBDISTRICT 2
CYPRESS COVE PLANNED DEVELOPMENT
C I. a
BEING a parcel of land located in the City of Dallas, Dallas County, Texas, a part of the B.O.C.
Pound Survey, Abstract No. 1143, a part of the B.OC. Pound Survey, Abstract No. 1168, and
being a part of that called 326.422 acre tract of land described in Deed to D.R. Horton-Texas, Ltd.
as recorded as Document No. 200503632072, Dallas County, and being more particularly
described as follows:
BEGINNING at an iron rod found at the southwest corner of said 3 26.422 acre tract, said point
being in the centerline intersection of Barnes Bridge Road and Bobtown Road (a variable width
Thence North 01 degrees 35 minutes 31 seconds West a distance of 65.20 feet to an iron rod
found in the centerline of Bobtown Road;
Thence along the centerline of Bobtown Road as follows:
Northwesterly, 205.37 feet along a curve to the left having a radius of 997.98 feet, a
central angle of 11 degrees 47 minutes 27 seconds, a tangent of 103.05 feet, and a chord bearing
and distance of North 05 degrees 22 minutes 21 seconds West, 205.01 feet to an iron rod found
for corner;
Northwesterly, 104.89 along a curve to the left having a radius of 938.20 feet, a central
angle of 06 degrees 24 minutes 21 seconds, a tangent of 52.50 feet, and a chord bearing and
distance of North 13 degrees 59 minutes 29 seconds West, 104.84 feet to a point for corner;
Thence North 51 degrees 40 minutes 28 seconds East, a distance of 469.10 to a point for corner;
Thence North 57 degrees 36 minutes 39 seconds East, a distance of 776.10 feet to a point for
corner;
Thence North 58 degrees 46 minutes 11 seconds East, a distance of 759.56 feet to a point for
corner;
Thence North 84 degrees 08 minutes 21 seconds East, a distance of 282.69 feet to a point for
corner;
Thence along a line 20 feet north and west of and parallel to an existing fence line the following
courses and distances:
South 21 degrees 04 minutes OS seconds West a distance of 64.32 feet to an iron rod found;
South 21 degrees 10 minutes 36 seconds West a distance of 285.82 feet to an iron rod found;
South 21 degrees 05 minutes 20 seconds West a distance of 365 .34 feet to an iron rod found;
South 20 degrees 59 minutes 37 seconds West a distance of 311.73 feet to an iron rod found;
South 21 degrees O5miuutes 54 seconds West a distance of 290.42 feet to an iron rod found;
South 21 degrees OSininutes 46 seconds West a distance of 295 .79 feet to an iron rod found in
the centerline of Barnes Bridge Road (a variable width R.O.W.);
Thence North 89 degrees 47 minutes 53 seconds West a distance of 1,270.80 feet to an iron rod
found in the centerline of said road;
Thence North 89 degrees 26 minutes 30 seconds West a distance of 56.42 feet to the POINT OF
BEGINNING and containing 1,562,851 square feet or 35.878 acres of land.
Z089-236--Page 4 of 8
Exhibit 818B
27921
METES AND BOUNDS DESCRIPTION FOR SUBDISTRICT 3
CYPRESS COVE PLANNED DEVELOPMENT
BEING a parcel of land located in the City of Dallas, Dallas County, Texas, a part of the B.O.C.
Pound Survey, Abstract No. 1143, a part of the B.O.C. Pound Survey, Abstract No. 1168, and
being a part of that called 326.422 acre tract of land described in Deed to D.R. Horton-Texas, Ltd.
as recorded as Document No. 200503632072, Dallas County, and being more particularly
described as follows:
COMMENICNG at an iron rod found at the southwest corner of said 326.422 acre tract, said
point being in the centerline intersection of Barnes Bridge Road and Bobtown Road (a variable
width R.O.W.);
Thence North 01 degrees 35 minutes 31 seconds West a distance of 65.20 feet to an iron rod
found in the centerline of Bobtown Road;
Thence along the centerline of Bobtown Road as follows:
Northwesterly, 205.37 feet along a curve to the left having a radius of 997.98 feet, a
central angle of 11 degrees 47 minutes 27 seconds, a tangent of 103.05 feet, and a chord bearing
and distance of North 05 degrees 22 minutes 21 seconds West, 205.01 feet to an iron rod found
for corner;
Northwesterly, 205.35 along a curve to the left having a radius of 938.20 feet, a central
angle of 12 degrees 32 minutes 27 seconds, a tangent of 103.09 feet, and a chord bearing and
distance of North 17 degrees 03 minutes 32 seconds West, 204.94 feet to an iron rod found for
corner;
Northwesterly, 257.98 feet along a curve to the right having a radius of 1,177.68 feet, a
central angle of 12 degrees 33 minutes 05 seconds, a tangent of 129.51 feet. and a chord bearing
and distance of North 19 degrees 27 minutes 57 seconds West, 257.47 feet to an iron rod found
for corner;
Northwesterly, 258.00 feet along a curve to the right having a radius of 1,161.45 feet, a
central angle of 12 degrees 43 minutes 39 seconds, a tangent of 129.53, and a chord bearing and
distance of North 06 degrees 43 minutes 46 seconds West, 257.47 feet to an iron rod found for
corner;
North 00 degrees 03 minutes 51 seconds East, a distance of 1,646.69 feet to a one-half
inch iron rod set for corner;
Thence South 89 degrees 47 minutes 53 seconds East, a distance of 1,332.71 feet to a one-half
inch iron rod set for corner;
Thence North 00 degrees 03 minutes 51 seconds East, a distance of 2,130.01 feet to a one-half
inch iron rod set for corner, said point being in the south line of]3lock 4 of the Highcrest Addition
to the City of Garland as recorded in Volume 84064, Page 2890 of the D.RD.C.T. also being in
the north line of said 326.422 acre tract of land;
Z089-236--Page 5 of 8
Exhibit 818B
1 0 1666
27921
Thence along the south line of said Highcrest Addition the following courses and distances:
South 89 degrees 06 minutes 14 seconds East, a distance of 46.91 feet to a one-half inch
iron rod found;
South 88 degrees 15 minutes 38 seconds East, a distance of 62.15 feet to a concrete
monument found;
North 87 degrees 06 minutes 47 seconds East, a distance of 57.95 feet to a one-half inch
iron rod found;
North 84 degrees 54 minutes 17 seconds East, a distance of 186.15 feet to a five-eighths
inch iron rod found with a plastic yellow cap stamped “Cotton Surveying”;
South 75 degrees 36 minutes 30 seconds East, a distance of 22.09 feet to a concrete
monument found at the southeast corner of Lot 50, Block 4 of said Highcrest Addition also being
the southwest corner of a tract of land conveyed to the City of Garland described in Volume
84024, Page 3630 of the D.R.D.C.T.;
Thence along the south line of said City of Garland tract the following courses and distances:
South 75 degrees 22 minutes 54 seconds East, a distance of 30.32 feet to a five-eighths
inch iron rod found with a plastic yellow cap stamped “Cotton Surveying”;
North 22 degrees 58 minutes 06 seconds East a distance of 35.70 feet to a five-eighths
inch iron rod found with a plastic yellow cap stamped “Cotton Surveying”;
North 82 degrees 21 minutes 06 seconds East, a distance of 182.00 feet to a one-half inch
iron rod set for corner;
North 88 degrees 38 minutes 06 seconds East a distance of 150.04 feet to a one-half inch
iron rod set for corner;
South 65 degrees 54 minutes 54 seconds East a distance of 126 16 feet to a one-half inch
iron rod set for corner;
South 05 degrees 12 minutes 53 seconds East a distance of 8.99 feet to a one-half inch
iron rod set for corner;
South 65 degrees 37 minutes 17 seconds East a distance of 37.52 feet to a one-half inch
iron rod set for corner;
North 01 degrees 30 minutes 58 seconds West a distance of 46.60 feet to a one-half inch
iron rod set for corner, being the southwest corner of Lot 12, Block 6 of Anchor Point, an
Addition to the City of Garland described in Volume 81004, Page 3280 of the D.R.D.C.T.;
Thence along the south line of said Anchor Point Addition the following courses and distances:
South 79 degrees 32 minutes 07 seconds East a distance of 51.66 feet to a one-half inch
iron rod set for corner;
North 68 degrees 41 minutes 01 seconds East a distance of 48.71 feet to a one-half inch
iron rod set for corner;
South 71 degrees 32 minutes 54 seconds East a distance of 77.97 feet to a one-half inch
iron rod set for corner;
North 37 degrees 17 minutes 54 seconds East a distance of 42.52 feet to a one-half inch
iron rod set for corner;
North 18 degrees 47 minutes 23 seconds West a distance of 93.48 feet to a one-half inch
iron rod set for comer
North 21 degrees 16 minutes 08 seconds East a distance of 63.60 feet to a one-half inch
iron rod set for corner;
South 43 degrees 24 minutes 59 seconds East a distance of 59.17 feet to a one-half inch
iron rod set for comer
North 86 degrees 34 minutes 34 seconds East a distance of 81.23 feet to a one-half inch
iron rod set for corner,
Z089-236--Page 6 of 8
1
Exhibit 818B
‘
279
North 14 degrees 09 minutes 08 seconds West a distance of 55.60 feet to a one-haif inch
iron rod set for corner;
North 41 degrees 02 minutes 42 seconds East a distance of 43.39 feet to a one-half inch
iron rod set for corner;
South 60 degrees 52 minutes 00 seconds East a distance of 27.32 feet to a one-half inch
iron rod set for corner;
North 53 degrees 17 minutes 13 seconds East a distance of 134.52 feet to a one-half inch
iron rod set for corner;
South 83 degrees 04 minutes 09 seconds East a distance of 291.36 feet to a five-eighths
inch iron rod found with a plastic yellow cap stamped “Cotton Surveying”;
North 03 degrees 35 minutes 32 seconds East a distance of 242.66 feet to a one-half inch iron
rod found at a fence line intersection;
Thence South 87 degrees 21 minutes 51 seconds East a distance of 150.02 to the POINT OF
BEGINNING OF THIS TRACT OF LAND;
Thence South 87 degrees 21 minutes 51 seconds East a distance of 148.76 feet to a concrete
monument found at the southeast corner of Lot 4, Block 6 of said Anchor Point Addition, also
being at a point of intersection in the west line of a tract of land conveyed to the City of Dallas
described in Volume 860, Page 1012 of the D.R.D.C.T.;
Thence along the south line of said City of Dallas tract the following courses and distances:
South 01 degrees 45 minutes 28 seconds West a distance of 280.57 feet to a concrete
monument found;
South 82 degrees QOminutes 36 seconds East a distance of 312.74 feet to a concrete
monument found;
South 37 degrees 37 minutes 07 seconds East a distance of 513.59 feet to a concrete
monument found;
South 78 degrees 33 minutes 37 seconds East a distance of 166.32 feet to a concrete
monument found for the northwest corner of a tract of land conveyed to the City of
Dallas described in Volume 67048, Page 649 of the D.R.D.CT;
Thence departing said south line, along the west line of said City of Dallas tract the following
courses and distances:
South 41 degrees 47 minutes 13 seconds East a distance of 422.36 feet to a concrete
monument found;
South 27 degrees 42 minutes 20 seconds East a distance of 40.47 feet to a concrete
monument found;
South 00 degrees 28 minutes 25 seconds West a distance of 408.96 feet to a point for
corner in the west line of said City of Dallas tract;
Thence South 46 degrees 07 minutes 49 seconds West a distance of 1,273.54 feet departing said
west line to an iron rod found with yellow cap stamped “Cotton Surveying” (hereinafter referred
to as “iron rod found”);
Z089-236--Page 7 of 8
I
[i
‘
‘
r
Exhibit 818B
i
27921
Thence along a line 20 feet north and west of and parallel to an existing fence line the following
courses and distances:
South 11 degrees 40 minutes 40 seconds West a distance of 278.55 feet to an iron rod found;
South 11 degrees 41 minutes 07 seconds West a distance of 95.45 feet to an iron rod found;
South 10 degrees 33 minutes 03 seconds West a distance of 44.77 feet to an iron rod found;
South 65 degrees 5lminutes 45 seconds West a distance of 36.23 feet to an iron rod found;
South 65 degrees 57 minutes 13 seconds West a distance of 31.28 to a point for corner;
Thence Northwesterly, 727.43 along a curve to the left having a radius of 2050.00 feet, a central
angle of 20 degrees 19 minutes 52 seconds, a tangent of 367.58 feet, and a chord bearing and
distance of North 04 degrees 45 minutes 00 seconds West, 723.62 feet to a point for corner;
Thence Northwesterly, 1453.60 feet along a curve to the right having a radius of 4500.00 feet, a
central angle of 18 degrees 30 minutes 28 seconds, a tangent of 733.19 feet, and a chord bearing
and distance of North 05 degrees 39 minutes 42 seconds West, 1447.30 feet to a point for corner;
Thence North 03 degrees 35 minutes 32 seconds East a distance of 690.64 feet to the
POINT OF BEGiNNING and containing 1,918,237 square feet or 44.037 acres of land.
Z089-236--Page 8 of 8