HB 5657

relating to the boundaries of, and validating certain acts and
proceedings of, the Driftwood Conservation District.
BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF TEXAS:
SECTION 1.  Section 2, Chapter 632, Acts of the 85th
Legislature, Regular Session, 2017, is amended to read as follows:
Sec. 2.  The Driftwood Conservation District includes all
the territory contained in the following area:
FIELDNOTE DESCRIPTION of a 394.112 acre tract out of the
Freelove Woody Survey No. 23, Hays County, Texas, being a portion
of that 700.03 acre tract conveyed to John Richard Rutherford by
deed recorded in Volume 1214, Page 548 of the Deed Records of Hays
County, Texas; the said 394.112 acre tract is more particularly
described by metes and bounds as follows:
BEGINNING at a calculated point for the most westerly corner
of the said 700.03 acre tract, being on the southerly line of that
100 acre tract conveyed to Masa Scott Roberts by deed recorded in
Volume 301, Page 865 of the said Deed Records, and a point in the
northerly right-of-way line of State Highway FM 967 (80.00'
right-of-way), from which a TxDOT concrete highway monument found
THENCE, leaving the northerly right-of-way line of State
Highway FM 967, with the common line between the said 700.03 acre
tract and the said 100 acre tract, for the following two (2)
1.  N88 43'28"E at .25 feed pass a 1/2" iron rod found,
for a total distance of 2005.48 feet to a 60d nail found in a fence
corner post for the southeast corner of the said 100 acre tract;
2.  N00 59'15"W, 515.50 feet to a 5/8" iron rod found
stamped "Kent McMillon, Land Surveyor, RPLS 4341", for a northwest
corner of the said 700.03 acre tract, being on a westerly line of
the remainder of that 535.13 acre tract conveyed to Michael Giles
Rutherford, Jr., John Richard Rutherford and Sally Anne Rutherford
by deed recorded in Volume 1214, Page 531 of the said Deed Records,
from which a 1/2 " iron rod found for the northeast corner of the
said 100 acre tract bears N00 59'15"W, 523.55 feet;
THENCE, N89 02'23"E, leaving the easterly line of the said
100 acre tract, across the said 535.13 acre tract, with northerly
line of the said 700.03 acre tract, 5479.22 feet to a 1/2 " iron rod
set with plastic cap for the northeast corner of the herein
described tract, being in the westerly line of the remainder of that
652.60 acre tract also conveyed to Michael Giles Rutherford, Jr.,
John Richard Rutherford and Sally Anne Rutherford by deed recorded
in Volume 1214, Page 531 of the said Deed Records;
THENCE, leaving the said remainder of the 535. 13 acre tract
and the 652.60 acre tract, across the said 700.03 acre tract for the
1)  S00 15'40 E, 514.97 feet to a 1/2" iron rod set with
2)  S89 02'23"W, 15.17 feet to a fence comer post found;
3)  S00°27'04"E, 1260. 14 feet to a metal fence corner
post found for an ell corner in the southerly line of the said
700.03 acre tract, being on the remainder of that certain tract,
described as First Tract, conveyed to Michael Giles Rutherford by
deed recorded in Volume 197, Page 45 of the said Deed Records, from
which a 5/8" iron rod found with aluminum cap stamped "Kent
McMillan, Land Surveyor, RPLS 4341" bears N87 l'36"E, 1675.22 feet;
THENCE, S0l°00'52"E, across the said Michael Giles Rutherford
First Tract, with an easterly line of the said 700.03 acre tract,
17.61 feet to a 5/8" iron rod found with aluminum cap stamped "Kent
McMillan, Land Surveyor, RPLS 4341" for the most easterly,
southeast comer of the herein described tract, from which a fence
corner post found for the most southerly, southeast corner of the
aforesaid 700.03 acre tract, being an ell comer of the said Michael
Giles Rutherford tract and the northeast corner of that certain
26.25 acre tract conveyed to Denton E. Ragland, Patrice Ragland and
Marilyn Ragland by deed recorded in Volume 282, Page 373 of the said
Deed Records bears S0l°00'52"E, 2121.99 feet;
THENCE, leaving the remainder of the said Michael Giles
Rutherford tract, across the said 700.03 acre tract, for the
following twenty-three (23) courses:
1)  N83°13'49"W, 111.37 feet to a 1/2" iron rod set with
2)  N81°56'14"W, 349.24 feet to a 1/2" iron rod set with
3)  N7l'0l'01"W, 274.19 feet to a 1/2" iron rod set with
4)  N78°02'17"W, 468.3I feet to a 1/2" iron rod set with
5)  N82°55' 15"W, 267.33 feet to a 1/2" iron rod set with
6)  S71°57'45"W, 177.28 feet to a 1/2" iron rod set with
7)  N78'37'03"W, 375.19 feet to a 1/2" iron rod set with
8)  S65°03'19"W, 84.41 feet to a 1/2" iron rod set with
9)  S33°11'56"W, 124.67 feet to a1/2"iron rod set with
10)  S01°02'08'W 168.03 feet to a 1/2" iron rod set with
11)  S27 03' 16"W, 206.14 feet to a 1/2" iron rod set
12)  S17°49'54"W, 197.44 feet to a 1/2" iron rod set
13)  S30°34'17"W, 272.18 feet to a to a 1/2" iron rod set
14)  S12°51'33"W, 225.06 feet to a 1/2" iron rod set
15)  S08°30'37"E, 228.34 feet to a 1/2" iron rod set
16)  S17°32'26"W 215.74 feet to a 1/2" iron rod set with
17)  S18°36'23"W, 192.00 feet to a 1/2" iron rod set
18)  S01°16'37"E, 177.11 feet to a 1/2" iron rod set
19)  S63°12'48"W, 153.98 feet to a 1/2" iron rod set
20)  S45°13'37"W, 150.25 feet to a 1/2" iron rod set
21)  S29°56'27"W, 113.65 to a 1/2" iron rod set with
22)  S60°22'29"W, 114.26 feet to a 1/2" iron rod set
23)  S26 35'43"W, 75.57 feet to a 5/8" iron rod found
with aluminum cap, stamped "Kent McMillan, Land Surveyor, RPLS
4341", on the southerly line of the said 700.03 acre tract, being on
the notherly right-of-way line of the aforesaid Sate Highway FM
967, and being 40.00 feet right of State Highway centerline station
THENCE, with the common line between the said 700.03 acre
tract and the said right-of-way line of State Highway FM 967, for
1)  N89 12'09"W, at 750.58 feet pass a TxDOT concrete
highway monument found, for a total distance of 1247.30 feet to a
calculated point for the point of curvature of a non-tangent curve
to the right, from which a TxDOT concrete highway monument found
bears S01 07'48"W, 0.38 feet, said calculated point being 40.00
feet right of State Highway centerline station 599+95.5;
2)  With the said curve to the right having a central
angle of 48 00'30", a radius of 1105.92 feet, a chord distance of
899.79 feet (chord bears N65 10'23"W), for an arc distance of 926.66
feet to a calculated point for the point of tangency, from which a
TxDOT concrete highway monument found bears N81 52'12"E, 1.37 feet,
said calculated point being 40.00 feet right of State Highway
THENCE, N41 10'07"W, continuing with the common line between
the said 700.03 acre tract and the northerly right-of-way line of
State Highway FM967, at 1393.60 feet pass a TxDOT concrete monument
found 0.28 feet to the left, at 2244.39 feet pass a TxDOT concrete
highway monument found, for a total distance of 3675.62 feet to the
PLACE OF BEGINNING, CONTAINING within these metes and bounds
FIELDNOTE DESCRIPTION of a 128.166 acre tract out of the
Freelove Woody Survey No.23, Hays County, Texas, being a portion of
that 700.03 acre tract conveyed to John Richard Rutherford by deed
recorded in Volume 1214, page 548 of the Deed Records of Hays
County, Texas; the said 128.166 acre tract is more particularly
described by metes and bounds as follows:
BEGINNING at a fence corner post found for the most southerly
southeast corner of the said 700.03 acre tract, being the northeast
corner of that 26.25 acre tract conveyed to Denton Ragland, Jr.,
Patrice Ragland and Marilyn Ragland by deed recorded in Volume 282,
Page 372 of the said Deed Records and an ell corner of that certain
tract, described as first tract, conveyed to Michael Giles
Rutherford recorded in Volume 197, page 45 of the said Deed Records,
from which a fence corner post found in the common line between the
said 26.25 acre tract and that certain Michael Giles Rutherford
tract bears S00 42'40"E, 446.87 feet;
THENCE, N88 53'01'W, leaving the said Michael Giles
Rutherford tract, with the southerly line of the said 700.03 acre
tract, at 21.54 feet pass a 5/8" iron rod found, stamped "Kent
McMillan, Land Surveyor, RPLS 4341", 0.56 feet to the left, at
719.81 feet pass the approximate northwest corner of the said 26.25
acre tract, being approximate northeast corner of the remainder of
that 53.50 acre tract conveyed to Minnie Rogers by deed recorded in
Volume 210, Page 210 of the said Deed Records, for a total distance
of 2711.59 feet to a 5/8" iron pipe found on a curve to the left in
the northerly right of way line of State Highway FM 967;
THENCE, with the common line between the said 700.03 acre
tract and the northerly right-of-way line of State Highway 967,
with the said curve to the left having a central angle of 09 18'06",
a radius of 1949.86 feet, a chord distance of 316.20 feet(chord
bears N84 31'41"W), for an arch distance of 316.55 feet to a 5/8"
iron rod found with aluminum cap stamped "Kent McMillan, Land
Surveyor, RPLS 4341" for the point of tangency and southwest corner
of the herein described tract, said point being 40.00 feet right of
State Highway RM 967 centerline station 587+49.3, from which a 5/8"
iron rod found with aluminum cap stamped "Kent McMillan, Land
Surveyor, RPLS 4341" in the common line between said 700.03 acre
tract and northerly right-of-way line of State Highway FM 967,
being 40.00 feet right of State Highway FM 967 centerline station
599+95.5, bears N89 12'09"W, 1247.30 feet;
THENCE, leaving the said northerly right-of-way line of State
Highway FM 967, across the said 700.03 acre tract, for the following
1.  N26 35'43"E, 75.57 feet to a 1/2" iron rod set with
2.  N60 22'29"E, 114.26 feet to a 1/2" iron rod set with
3.  N29 56'27"E, 113.65 feet to a 1/2" iron rod set with
4.  N45 13'37"E, 150.25 feet to a 1/2" iron rod set with
5.  N63 12'48"E, 153.98 feet to a 1/2" iron rod set with
6.  N01 16'37"W, 177.11 feet to a 1/2" iron rod set with
7.  N18 36'23"E, 192.00 feet to a 1/2" iron rod set with
8.  N17 32'26"E, 215.74 feet to a 1/2" iron rod set with
9.  N08 30'37"W, 228.34 feet to a 1/2" iron rod set with
10.  N12 51'33"E, 225.06 feet to a 1/2" iron rod set
11.  N30 34'17"E, 272.18 feet to a 1/2" iron rod set
12.  N17 49'54"E 197.44 feet to a 1/2" iron rod set with
13.  N27 03'16"E, 206.14 feet to a 1/2" iron rod set
14.  N01 02'08"E, 168.03 feet to a 1/2" iron rod set
15.  N33 11'56"E, 124.67 feet to a 1/2" iron rod set
16.  N65 03'19"E, 84.41 feet to a 1/2" iron rod set with
17.  S78 37'03"E, 375.19 feet to a 1/2" iron rod set
18.  N71 57'45"E, 177.28 feet to a 1/2" iron rod set
19.  S82 55'15"E, 267.33 feet to a 1/2" iron rod set
20.  S78 02'17"E, 468.31 feet to a 1/2" iron rod set
21.  S71 01'01"E, 274.19 feet to a 1/2" iron rod set
22.  S81 56'14"E, 349.24 feet to a 1/2" iron rod set
23.  S83 13'49"E, 111.37 feet to a 5/8" iron rod found
with aluminum cap stamped "Kent McMillan, Land Surveyor, RPLS 4341"
on an easterly line of the said 700.03 acre tract, being a westerly
line created from the remainder of that certain Michael Giles
Rutherford tract, form which a metal gate post found for an ell
corner of the said 700.03 acre tract bears N01 00'52"W, 17.61 feet;
THENCE, S01 00'52"E, across the said Michael Giles Rutherford
tract, with an easterly line of the said 700.03 acre tract, at a
distance of 1885.44 feet to the left, at 2084.56 feet pass a 5/8"
iron rod found, stamped "Kent McMillan, Land Surveyor, RPLS 4341",
0.07 feet to the left, for a total distance of 2104.37 feet to the
PLACE OF BEGINNING, CONTAINING within these metes and bounds of
FIELDNOTE DESCRIPTION OF A 0.1793 acre tract of the Freelove
Woody Survey No. 23, Abstract No.20, Hays County, Texas, being a
portion of that certain tract, described as First Tract, conveyed
to Michael Giles Rutherford (First Tract) by deed recorded in
Volume 197, Page 45 of the Deed Records of Hays County, Texas; the
said 0.1793 acre tract is more particularly described by metes and
BEGINNING at a cotton in spindle found on the easterly line of
that 522.25 acre tract conveyed to Michael Giles Rutherford by deed
recorded in Volume 3799, Page 263 of the Official Public Records of
Hays County, Texas, same being the southwest corner of that 177.762
acre tract described as Exhibit A-1, as conveyed to LSM Ranch, Ltd.
By deed recorded in Volume 1628, Page 206 of the said Deed Records
and the proposed southwest corner of Rim Rock, Phase One, Section
THENCE, N87 51'36"E, leaving the easterly line of the said
522.25 acre tract, across the said First Tract, with the southerly
line of the said 177.762 acre tract and proposed Rim Rock, Phase
One, Section Five subdivision, for a distance of 99.82 feet to a
calculated point for the northeast corner of the herein described
tract, same being the most northerly northwest corner of Lot 34,
Block 'A', Rutherford West, Section 2, a subdivision recorded in
Book 14, pages 49 through 53 of the Plat Records of Hay County,
Texas, from which a 1/2"iron rod found with plastic cap marked
"Capital Surveying Company, Inc", bears N00 32'40"W, 0.13 feet;
THENCE, leaving the southerly line of the said 177.762 acre
tract and proposed Rim Rock, Phase One, Section Five, subdivision,
across the said First Tract, with the westerly and northerly lines
of said Lot 34, Block 'A", for the following two (2) courses:
1.  S00 32'40"E, 81.34 feet to a 1/2"iron rod found with
plastic cap marked "Capital Surveying Company, Inc., found;
2.  N88 52'48"W, 99.21 feet 1/2"iron rod found with
plastic cap marked "Capital Surveying Company, Inc., found for the
most westerly northwest corner of aforesaid Lot 34, Block 'A', same
being on the easterly line of the aforesaid 522.25 acre tract and
the southwest corner of the herein described tract;
THENCE, N01 00'52"W, leaving the northerly line of said Lot
34, Block 'A', and continuing across the said First Tract, easterly
line of the aforesaid 522.25 acre tract, at a distance of 58.07 feet
pass a 5/8" iron rod, with aluminum cap marked "Kent McMillan,
Surveyor, RPLS 4341", found and continuing for a total distance of
75.68 feel to the PLACE OF BEGINNING, CONTAINING within these metes
and bounds 0.1793 acres of land area.
The Bearing Basis for this description is the Texas State
Plane Coordinate System, South Central Zone, NAD 83 Datum, derived
FIELDNOTE DESCRIPTION of a tract or parcel of land containing
37.0675 acre situated in the Freelove Woody Survey No. 23, Abstract
No. 20, and the Fannie A. D. Darden Survey, both of Hays County,
Texas, being all of Driftwood Subdivision, Phase One, Section One,
as recorded in Book 18, Pages 236 through 240 of the Plat Records of
Hays County, Texas, the said 37.0675 acre tract is more
particularly described by metes and bounds as follows:
COMMENCING at a 1/2 inch iron rod, with a plastic cap marked
"Capital Surveying Company, Inc.", found on the common southerly
line of that 200 acre tract, described as Tract 4, conveyed to Masa
Scott Roberts by deed recorded in Volume 966, Page 677 of the
Official Public Records of Hays County, Texas, and northerly
right-of-way line of State Highway RM 1826 (80.00' right-of-way),
for the southwest corner of that 0.1166 acre right-of-way
dedication tract, as dedicated in said Driftwood Subdivision, Phase
One, Section One, from which a Txdot Type 1 monument found on the
common south line of the said 200 acre tract and northerly
right-of-way line of Rm 1826, bears N88°48'32"W, 863.33 feet;
THENCE, leaving the northerly right-of-way line of RM 1826,
with the westerly line of said 0.1166 acre right-of-way dedication
tract, across the said 200 acre tract, for the following two (2)
1)  N01°11'28"E, a distance of 25.00 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for
2)  N46°10'34"E, a distance of 14.14 feet to a 1/2 inch iron
rod, with plastic cap marked "Capital Surveying Company, Inc.",
found for the northwest corner of the said 0.1166 acre right-of-way
dedication tract, being the southwest corner of Lot 1, Block "F",
Driftwood Subdivision, Phase One, Section One, and the POINT OF
BEGINNING of the herein described tract;
THENCE, with the perimeter line of said Driftwood
Subdivision, Phase One, Section One, across the said 200 acre
tract, that 130 acre tract, described as Tract 1, and that 100 acre
tract, described as Tract 2, all conveyed to Masa Scott Roberts by
deed recorded in Volume 966, Page 677 of the said Official Public
Records, for the following eighty (80) courses:
1)  N46°10'34"E, a distance of 21.21 feet to a 1/2 inch iron
rod, with plastic cap marked "Capital Surveying Company, Inc.",
2)  N01°10'34"E, a distance of 79.79 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the right;
3)  With the said curve to the right having a central angle of
27°10'40", a radius of 525.00 feet, a chord distance of 246.70 feet
(chord bears N14°45'54"E), for an arc distance of 249.03 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
found for the point of tangency;
4)  N28°21'14"E, a distance of 315.06 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the left;
5)  With the said curve to the left having a central angle of
28°05'06", a radius of 175.00 feet, a chord distance of 84.93 feet
(chord bears N14°18'41"E), for an arc distance of 85.78 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
found for the point of tangency;
6)  N00°16'08"E, a distance of 84.26 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the right;
7)  With the said curve to the right having a central angle of
06°58'09", a radius of 825.00 feet, a chord distance of 100.29 feet
(chord bears N03°45'13"E), for an arc distance of 100.35 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
found for the point of tangency;
8)  N07°14'17"E, a distance of 51.93 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the left;
9)  With the said curve to the left having a central angle of
08°19'46", a radius of 575.00 feet, a chord distance of 83.52 feet
(chord bears N03°04'24"E), for an arc distance of 83.59 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
found for the point of tangency;
10)  N01°05'29"W, a distance of 274.70 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
the point of curvature of a curve to the right;
11)  With the said curve to the right having a central angle
of 43°09'14", a radius of 625.00 feet, a chord distance of 459.69
feet (chord bears N20°29'08"E), for an arc distance of 470.74 feet
to a 1/2" iron rod, with cap marked "Capital Surveying Company,
Inc.", found for the point of tangency;
12)  N42°03'45"E, a distance of 285.57 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
13)  N46°06'03"E, a distance of 80.78 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the left;
14)  With the said curve to the left having a central angle of
09°33'11", a radius of 775.00 feet, a chord distance of 129.07 feet
(chord bears N32°34'08"E), for an arc distance of 129.22 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
found for the point of tangency;
15)  N27°47'32"E, a distance of 81.49 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the left;
16)  With the said curve to the left having a central angle of
22°05'26", a radius of 1225.00 feet, a chord distance of 469.38 feet
(chord bears N16°44'49"E), for an arc distance of 472.30 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
17)  N75°44'51"W, a distance of 184.03 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
the point of curvature of a curve to the right;
18)  With the said curve to the right having a central angle
of 65°29'02", a radius of 725.00 feet, a chord distance of 784.24
feet (chord bears N43°00'20"W), for an arc distance of 828.61 feet
to a 1/2" iron rod, with cap marked "Capital Surveying Company,
Inc.", found for the point of reverse curvature of a curve to the
19)  With the said curve to the left having a central angle of
21°50'23", a radius of 275.00 feet, a chord distance of 104.19 feet
(chord bears N21°11'01"W), for an arc distance of 104.82 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
found for the point of tangency;
20)  N32°06'12"W, a distance of 40.24 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for
21)  N57°25'46"E, a distance of 200.01 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
22)  N58°26'36"E, a distance of 50.00 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for an
23)  N56°42'25"E, a distance of 200.04 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
24)  S32°06'12"E, a distance of 45.55 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the right;
25)  With the said curve to the right having a central angle
of 21°50'23", a radius of 725.00 feet, a chord distance of 274.68
feet (chord bears S21°11'01"E), for an arc distance of 276.35 feet
to a 1/2" iron rod, with cap marked "Capital Surveying Company,
Inc.", found for the point of reverse curvature of a curve to the
26)  With the said curve to the left having a central angle of
65°29'02", a radius of 275.00 feet, a chord distance of 297.47 feet
(chord bears S43°00'20"E), for an arc distance of 314.30 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
found for the point of tangency;
27)  S75°44'51"E, a distance of 196.15 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
the point of curvature of a non-tangent curve to the right;
28)  With the said curve to the right having a central angle
of 11°38'05", a radius of 586.83 feet, a chord distance of 118.96
feet (chord bears N42°36'55"E), for an arc distance of 119.16 feet
to a 1/2" iron rod, with cap marked "Capital Surveying Company,
Inc.", found for the point of reverse curvature of a curve to the
29)  With the said curve to the left having a central angle of
31°33'42", a radius of 1175.00 feet, a chord distance of 639.10 feet
(chord bears N32°39'06"E), for an arc distance of 647.25 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
30)  N75°38'53"W, a distance of 191.64 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
31)  N06°28'28"E, a distance of 146.88 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
32)  N07°36'00"W, a distance of 139.27 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
33)  N25°45'59"W, a distance of 175.19 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
34)  N01°46'39"E, a distance of 180.81 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
35)  N16°24'02"E, a distance of 197.36 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
36)  N07°03'46"E, a distance of 188.59 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
37)  N12°42'10"E, a distance of 153.78 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
38)  N20°09'27"E, a distance of 152.24 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
the northwest corner of the herein described tract;
39)  S60°06'46"E, a distance of 219.85 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
the northeast corner of the herein described tract;
40)  S23°22'29"W, a distance of 36.06 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the left;
41)  With the said curve to the left having a central angle of
34°43'11", a radius of 757.61 feet, a chord distance of 452.10 feet
(chord bears S06°00'53"W), for an arc distance of 459.10 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
42)  N77°29'20"E, a distance of 240.08 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
43)  S17°26'22"E, a distance of 180.09 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
44)  S13°19'50"E, a distance of 174.68 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
45)  S00°57'56"W, a distance of 195.97 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
46)  S12°23'07"W, a distance of 150.36 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
47)  S10°04'18"W, a distance of 145.80 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
48)  S23°13'01"W, a distance of 181.03 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
49)  S24°12'58"W, a distance of 166.01 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
50)  S20°26'45"W, a distance of 154.35 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
51)  S38°10'57"W, a distance of 153.06 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
52)  N50°06'57"W, a distance of 260.73 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
the point of curvature of a non-tangent curve to the right;
53)  With the said curve to the right having a central angle
of 07°28'18", a radius of 1225.00 feet, a chord distance of 159.64
feet (chord bears S43°37'12"W), for an arc distance of 159.75 feet
to a 1/2" iron rod, with cap marked "Capital Surveying Company,
54)  S51°01'26"E, a distance of 271.17 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
55)  S42°19'39"W, a distance of 152.02 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
56)  S17°52'14"W, a distance of 113.77 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found an
57)  S07°22'23"W, a distance of 137.90 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
58)  N84°39'08"W, a distance of 260.56 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
the point of curvature of a non-tangent curve to the right;
59)  With the said non-tangent curve to the right having a
central angle of 04°28'18", a radius of 1275.00 feet, a chord
distance of 99.49 feet (chord bears S07°56'17"W), for an arc
distance of 99.51 feet to a 1/2" iron rod, with cap marked "Capital
Surveying Company, Inc.", found the point of compound curvature of
60)  With the said curve to the right having a central angle
of 50°39'22", a radius of 118.00 feet, a chord distance of 100.96
feet (chord bears S07°10'42"E), for an arc distance of 104.33 feet
to a 1/2" iron rod, with cap marked "Capital Surveying Company,
Inc.", found the point of tangency;
61)  S18°08'59"W, a distance of 10.00 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the right;
62)  With the said curve to the right having a central angle
of 38°48'54", a radius of 140.00 feet, a chord distance of 93.04 feet
(chord bears S37°33'25"W), for an arc distance of 94.84 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
found the point of compound curvature of a curve to the right;
63)  With the said curve to the right having a central angle
of 09°05'56", a radius of 1275.00 feet, a chord distance of 202.27
feet (chord bears S23°14'34"W), for an arc distance of 202.48 feet
to a 1/2" iron rod, with cap marked "Capital Surveying Company,
Inc.", found the point of tangency;
64)  S27°47'32"W, a distance of 81.49 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the right;
65)  With the said curve to the right having a central angle
of 09°43'09", a radius of 825.00 feet, a chord distance of 139.78
feet (chord bears S32°39'07"W), for an arc distance of 139.94 feet
to a 1/2" iron rod, with cap marked "Capital Surveying Company,
Inc.", found the point of reverse curvature of a curve to the left;
66)  With the said curve to the left having a central angle of
07°20'15", a radius of 300.00 feet, a chord distance of 38.39 feet
(chord bears S33°50'33"W), for an arc distance of 38.42 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
found for the point of tangency;
67)  S30°10'26"W, a distance of 31.85 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the right;
68)  With the said curve to the right having a central angle
of 07°00'00", a radius of 225.00 feet, a chord distance of 27.47 feet
(chord bears S33°40'26"W), for an arc distance of 27.49 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
69)  S37°10'26"W, a distance of 238.45 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
the point of curvature of a curve to the left;
70)  With the said curve to the left having a central angle of
41°24'58", a radius of 375.00 feet, a chord distance of 265.21 feet
(chord bears S16°27'57"W), for an arc distance of 271.07 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
71)  S04°14'32"E, a distance of 51.42 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the right;
72)  With the said curve to the right having a central angle
of 28°12'44", a radius of 250.00 feet, a chord distance of 121.86
feet (chord bears S09°51'49"W), for an arc distance of 123.10 feet
to a 1/2" iron rod, with cap marked "Capital Surveying Company,
Inc.", found the point of tangency;
73)  S23°58'11"W, a distance of 53.58 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the left;
74)  With the said curve to the left having a central angle of
32°07'04", a radius of 175.00 feet, a chord distance of 96.82 feet
(chord bears S07°54'40"W), for an arc distance of 98.10 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
75)  S08°08'52"E, a distance of 314.19 feet to a 1/2" iron
rod, with cap marked "Capital Surveying Company, Inc.", found for
the point of curvature of a curve to the right;
76)  With the said curve to the right having a central angle
of 55°12'40", a radius of 320.00 feet, a chord distance of 296.56
feet (chord bears S19°27'28"W), for an arc distance of 308.36 feet
to a 1/2" iron rod, with cap marked "Capital Surveying Company,
Inc.", found the point of tangency;
77)  S47°03'48"W, a distance of 50.99 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the left;
78)  With the said curve to the left having a central angle of
45°53'14", a radius of 570.00 feet, a chord distance of 444.40 feet
(chord bears S24°07'11"W), for an arc distance of 456.50 feet to a
1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
79)  S01°10'34"W, a distance of 66.45 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found for an
80)  S43°49'26"E, a distance of 21.22 feet to a 1/2" iron rod,
with cap marked "Capital Surveying Company, Inc.", found the
southwest corner of aforesaid Lot 1, Block "F", Driftwood
Subdivision, Phase One, Section One being the northeast corner of
the aforesaid 0.1166 acre right-of-way dedication tract, and the
southeast corner of the herein described tract;
THENCE, N88°48'32"W, continuing across the said 200 acre
tract, with the common southerly line of said Lot 1, Block "F", and
northerly line of the said 0.1166 acre right-of-way dedication
tract, a distance of 128.00 feet to the POINT OF BEGINNING,
CONTAINING within these metes and bounds 37.0675 acres of land
FIELDNOTE DESCRIPTION of a tract or parcel of land containing
119.5115 acres (134.6580 acres Save and Except Tract A and Tract B
described below) out of the Freelove Woody Survey No. 23, Abstract
No. 20, and the Fannie A. D. Survey, Abstract No. 664, both of Hays
County, Texas, being a portion of that 100 acres. described as Tract
III, conveyed to Masa Scott Roberts by deed recorded in Volume 966,
Page 156 of the said Deed Records, and further described by the deed
recorded in Volume 168, Page 156 of the said Deed Records; the
herein described 119.5115 acre tract, being all of proposed
Driftwood, Phase One, Section Two is more particularly described by
BEGINNING at a 1/2 inch iron rod, with plastic cap marked
"Capital Surveying Company, Inc.", found for the southeast corner
of Lot 4, Block "A", Driftwood Subdivision, Phase One, Section One,
as recorded in Book 18, Page 236 of the Plat Records of Hays County,
Texas, on a northerly remainder line of aforesaid 100 acre tract,
from which a 1/2 inch iron rod, with plastic cap marked "Capital
Surveying Company, Inc.", found for the southwest corner of said
Lot 4, Block "A", bears N50°06'57"W, a distance of 260.73 feet;
THENCE, continuing across the said 100 acre tract, with the
easterly line of said Driftwood Subdivision, Phase One, Section One
subdivision, same being the westerly line of proposed Lot 55, Block
"A", Driftwood, Phase One, Section Two, for the following ten (10)
1)  N38°10'57"E, 153.06 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common easterly corner of Lot 4 and Lot 5, Block "A";
2)  N20°26'45"E, 154.35 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common easterly corner of Lot 5 and Lot 6, Block "A";
3)  N24°12'58"E, 166.01 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common easterly corner of Lot 6 and Lot 7, Block "A";
4)  N23°13'01"E, 181.03 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common easterly corner of Lot 7 and Lot 8, Block "A";
5)  N10°04'18"E, 145.80 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common easterly corner of Lot 8 and Lot 9, Block "A";
6)  N12°23'07"E, 150.36 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common easterly corner of Lot 9 and Lot 10, Block "A";
7)  N00°57'56"E, 195.97 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common easterly corner of Lot 10 and Lot 11, Block "A";
8)  N13°19'50"W, 174.68 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common easterly corner of Lot 11 and Lot 12, Block "A";
9)  N17°26'22"W, 180.09 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
northeast corner of Lot 12, Block "A", same being the southeast
corner of proposed Lot 13, Block "A", Driftwood, Phase One, Section
10)  S77°29'20"W, with the norther1y line of said Lot 12, and
southerly line of proposed Lot 13, Block "A", Driftwood, Phase One,
Section Two, a distance of 240.08 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
northwest corner of said Lot 12 on the curving, easterly line of Lot
2, Block "F", (Thurman Roberts Way - variable width right-of-way),
Driftwood Subdivision, Phase One, Section One, subdivision;
THENCE, with the common easterly remainder line of the said
100 acre tract and the easterly line of Lot 2, Block "F", Driftwood
Subdivision, Phase One, Section One, subdivision, for the following
1)  With a non-tangent curve to the right, having a central
angle of 34°43'11", a radius of 757.61 feet, a long chord of 452.10
feet (chord bears N06°00'53"E), for an arc distance of 459.10 feet
to a 1/2 inch iron rod, with plastic cap marked "Capital Surveying
Company, Inc.", found for the point of tangency;
2)  N23°22'29"E, 36.06 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
northeast corner of said Driftwood Subdivision, Phase One, Section
THENCE, N60°06'46"W, continuing across the said 100 acre
tract, with the northerly line of said Driftwood Subdivision, Phase
One, Section One, subdivision, same being a northerly line of
proposed Lot 14, Block "B", Driftwood, Phase One, Section Two
subdivision, a distance of 219.85 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
northwest corner of said Driftwood Subdivision, Phase One, Section
THENCE, continuing across the said 100 acre tract, with the
westerly line of said Driftwood Subdivision, Phase One, Section One
subdivision, same being the easterly line of proposed Lot 14, Block
"B", Driftwood, Phase One, Section Two subdivision, for the
1)  S20°09'27"W, 152.24 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common westerly corner of Lot 13 and Lot 12, Block "B";
2)  S12°42'10"W, 153.78 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common westerly corner of Lot 12 and Lot 11, Block "B";
3)  S07°03'46"W, 188.59 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for an
angle point in the westerly line of Lot 11, Block "B";
4)  S16°24'02"W, 197.36 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for an
angle point in the westerly line of Lot 10, Block "B";
5)  S01°46'39"W, 180.81 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for an
angle point in the westerly line of Lot 9, Block "B";
6)  S25°45'59"E, 175.19 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common westerly corner of Lot 8 and Lot 7, Block "B";
7)  S07°36'00"E, 139.27 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
common westerly corner of Lot 7 and Lot 6, Block "B";
8)  S06°28'28"W, 146.88 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
southwest corner of Lot 6, Block "B";
9)  S75°38'53"E, 191.64 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
southeast corner of Lot 6, Block "B" on the curving, westerly line
of aforesaid Lot 2, Block "F", (Thurman Roberts Way - variable width
THENCE, continuing across the said 100 acre tract, with the
westerly line of Lot 2, Block "F", and the easterly line of proposed
Lot 14, Block "B", Driftwood, Phase One, Section Two subdivision,
for the following two (2) courses:
1)  With a non-tangent curve to the right, having a central
angle of 31°33'42", a radius of 1175.00 feet, a long chord of 639.10
feet (chord bears S32°39'06"W), for an arc distance of 647.25 feet
to a 1/2 inch iron rod, with plastic cap marked "Capital Surveying
Company, Inc.", found for the point of reverse curvature of a curve
2)  With said curve to the left, having a central angle of
11°38'05", a radius of 586.83 feet, a long chord of 118.96 feet
(chord bears S42°36'55"W), for an arc distance of 119.16 feet to a
1/2 inch iron rod, with plastic cap marked "Capital Surveying
Company, Inc.", found for the northeast corner of Lot 5, Block "B",
of said Driftwood Subdivision, Phase One, Section One, subdivision;
THENCE, continuing across the said 100 acre tract, with a
northerly line of said Driftwood Subdivision, Phase One, Section
One subdivision, and southerly line of proposed Lot 14, Block "B",
Driftwood, Phase One, Section Two subdivision, for the following
1)  N75°44'51"W, 196.15 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
point of curvature of a curve to the right;
2)  With said curve to the right, having a central angle of
65°29'02", a radius of 275.00 feet, a long chord of 297.47 feet
(chord bears N43°00'20"W), for an arc distance of 314.30 feet to a
1/2 inch iron rod, with plastic cap marked "Capital Surveying
Company, Inc.", found for the point of reverse curvature of a curve
3)  With said curve to the left, having a central angle of
21°50'23", a radius of 725.00 feet, a long chord of 274.68 feet
(chord bears N21°11'01"W), for an arc distance of 276.35 feet to a
1/2 inch iron rod, with plastic cap marked "Capital Surveying
Company, Inc.", found for the point of tangency;
4)  N32°06'12"W, 45.55 feet to a 1/2 inch iron rod, with
plastic cap marked "Capital Surveying Company, Inc.", found for the
northeast corner of Lot 1, Block "B", of said Driftwood
Subdivision, Phase One, Section One subdivision;
THENCE, continuing across the said 100 acre tract, with the
westerly line of said Driftwood Subdivision, Phase One, Section One
subdivision, for the following two (2) courses:
1)  S56°42'25"W, continuing with the southerly line of said
proposed Lot 14, Block "B", Driftwood, Phase One, Section Two
subdivision, 200.04 feet to a 1/2 inch iron rod, with plastic cap
marked "Capital Surveying Company, Inc.", found on the easterly
line of Lot 5, Block "F" (Roxie Crossing- 50' R.O.W.), for the
northwest corner of Lot 1, Block "B" and the southeast corner of
proposed Roxie Crossing (50' R.O.W.), Driftwood, Phase One, Section
2)  S58°26'36"W, with the southerly line of said proposed
Roxie Crossing, 50.00 feet to a 1/2 inch iron rod, with plastic cap
marked "Capital Surveying Company, Inc.", found on the westerly
line of Lot 5, Block "F", for the northwest corner of Lot 1, Block
"G", of said Driftwood Subdivision, Phase One, Section One
subdivision and the southwest corner of said proposed Roxie
THENCE, leaving the westerly line of said Driftwood
Subdivision, Phase One, Section One, subdivision, and continuing
across the said 100 acre tract, with for the following four (4)
1)  N32°06'12"W, with the westerly line of proposed Roxie
Crossing, Driftwood, Phase One, Section Two subdivision, 37.95 feet
to a 1/2 inch iron rod, with plastic cap marked "Capital Surveying
Company, Inc.", found for the point of curvature of a curve to the
2)  Continuing with the westerly line of proposed Roxie
Crossing, with said curve to the left, having a central angle of
87°17'31", a radius of 15.00 feet, a long chord of 20.71 feet (chord
bears N75°44'58"W), for an arc distance of 276.35 feet to a 1/2 inch
iron rod, with plastic cap marked "Capital Surveying Company,
Inc.", found for the point of reverse curvature of a curve to the
right on the southerly line of proposed Lot 3, Block F, Driftwood
Subdivision, Phase Two (Thurman Roberts Way-variable width
3)  Along the southerly line of proposed Lot 3, Block F,
Driftwood, Phase One, Section Two subdivision, with said curve to
the right, having a central angle of 27°58'16", a radius of 831.70
feet, a long chord of 402.01 feet (chord bears S74°35'24"W), for an
arc distance of 406.03 feet to a 1/2 inch iron rod, with plastic cap
marked "Capital Surveying Company, Inc.", found for the point of
4)  S88°34'32"W, continuing with the southerly line of
proposed Lot 3, Block F, Driftwood, Phase One, Section Two
subdivision, 279.37 feet to a 1/2 inch iron rod, with plastic cap
marked "Capital Surveying Company, Inc.", found for the southwest
corner of said proposed Lot 3, Block F, Driftwood, Phase One,
5)  N05°40'15"W, with the westerly line of proposed
Driftwood, Phase One, Section Two subdivision, 578.57 feet to a
calculated point in the centerline of Onion Creek for the southwest
corner of that 9.568 acre tract conveyed to Catherine Graves by deed
recorded in Volume 2655, Page 391 of the Official Public Records of
Hays County, Texas for the southwest corner of the herein described
THENCE, with the westerly line of the aforesaid 100 acre
tract, the westerly line of aforesaid proposed Lot 55, Block "A",
Driftwood, Phase One, Section Two subdivision, and easterly line of
the said 9.568 acre tract, for the following three (3) courses:
1)  S54°23'49"E, 13.02 feet to a calculated point;
2)  N89°54'14"E, 70.80 feet to a calculated point;
3)  N59°58'53"E, 562.38 feet to a calculated point for the
southeast corner of said 9.568 acre tract, same being the southwest
corner of Lot 34, Driftwood Falls Estates, a subdivision recorded
in Book 4, Page 111 of the Plat Records of Hays County, Texas;
THENCE, continuing with the westerly line of the aforesaid
100 acre tract, the westerly line of said proposed Lot 55, Block
"A", Driftwood, Phase One, Section Two subdivision, and easterly
line of the said Driftwood Falls Estates, subdivision, along the
approximate centerline of Onion Creek, for the following five (5)
1)  N59°52'13"E, 343.26 feet to a calculated point;
2)  N22°45'14"E, 752.70 feet to a calculated point;
3)  N04°06'47"W, 606.60 feet to a calculated point;
4)  N13°19'47"W, 568.40 feet to a calculated point;
5)  N03°18'47"W, 281.50 feet to a calculated point for
THENCE, N51°37'43"E, with the northerly line of said 100 acre
tract, at an approximate distance of 56.44 feet pass the calculated
northeast corner of Lot 53, Driftwood Falls Estates, same being the
southwest corner of Lot 1, Pier Branch, a subdivision recorded in
Book 4, Page 105 of the said Plat Records and continuing for a total
distance of 172.19 feet to the common calculated corner of said Lot
1 and Lot 2, Pier Branch subdivision for corner;
THENCE, N75°22'14"E, continuing with the northerly line of
said 100 acre tract, and southerly line of Pier Branch subdivision,
along the approximate centerline of Onion Creek, a distance of
537.60 feet to the calculated southeast corner of Lot 5, same being
the southwest corner of Lot 6, Onion Creek Ranch, a subdivision
recorded in Book 8, Page 65 of the said Plat Records;
THENCE, continuing with the northerly line of said 100 acre
tract, the northerly line of said proposed Lot 55, Block "A",
Driftwood, Phase One, Section Two subdivision, and southerly line
of Onion Creek Ranch subdivision, along the approximate centerline
of Onion Creek, for the following three (3) courses:
1)  S89°14'47"E, 405.32 feet to a calculated point;
2)  S66°18'14"E, 117.62 feet to a calculated point;
3)  S46°24'35"E, 218.49 feet to a calculated point;
THENCE, with the easterly line of said 100 acre tract, the
easterly line of said proposed Lot 55, Block "A", Driftwood, Phase
One, Section Two subdivision, and westerly line of Onion Creek
Ranch subdivision, along the approximate centerline of Onion Creek,
for the following eleven (11) courses:
1)  S01°39'52"E, 171.50 feet to a calculated point;
2)  S06°44'04"E, 158.73 feet to a calculated point;
3)  S34°51'10"E, 115.94 feet to a calculated point;
4)  S34°58'00"E, 249.36 feet to a calculated point;
5)  S34°59'43"E, 265.58 feet to a calculated point;
6)  S38°03'26"E, 166.09 feet to a calculated point;
7)  S04°43'33"E, 96.82 feet to a calculated point;
8)  S04°49'35"E, 294.73 feet to a calculated point;
9)  S08°56'55"W, 526.01 feet to a calculated point;
10)  S11°13'40"E, 636.74 feet to a calculated point;
11)  S16°48'00"W, 222.06 feet to a calculated point for the
southwest corner of Lot 16, Onion Creek Ranch subdivision, same
being the northwest corner of that 331.26 acre tract conveyed to R.
L. Struhall by deed recorded in Volume 226, Page 633 of the Deed
THENCE, continuing with the easterly line of said 100 acre
tract, the easterly line of said proposed Lot 55, Block "A",
Driftwood, Phase One, Section Two subdivision, with the westerly
line of said 331.26 acre tract, along the approximate centerline of
Onion Creek, for the following four (4) courses:
1)  S63°57'26"W, 6.10 feet to a calculated point;
2)  S26°38'17"W, 342.88 feet to a calculated point;
3)  S28°39'17"W, 315.55 feet to a calculated point;
4)  S22°31'17"W, 359.14 feet to a calculated point for the
southeast corner of the herein described tract, same being the
southeast corner of proposed Lot 55, Block "A", Driftwood, Phase
THENCE, leaving the westerly line of said 331.26 acre tract,
across the said 100 acre tract, with the southerly line of proposed
Lot 55, Block "A", Driftwood, Phase One, Section Two subdivision,
for the following two (2) courses:
1)  N86°04'30"W, 300.73 feet to a calculated point;
2)  N50°06'57"W, 143.95 feet to the POINT OF BEGINNING,
CONTAINING within these metes and bounds 134.6580 acres of land
area; Save and Except Tract A (4.7233 acres) and Tract B (10.4232
COMMENCING at a 1/2 inch iron rod, with plastic cap marked
"Capital Surveying Company, Inc.", found for the common northeast
corner of Lot 13, Block "A" and northwest corner of Lot 2, Block "F"
(Thurman Roberts Way right-of-way varies), Driftwood, Phase One,
Section One, a subdivision recorded in Book 18, Page 236 of the Plat
Records of Hays County, Texas, same being on the south line of that
100' electric easement conveyed to Pedernales Electric Co-op. as
recorded in Volume 157, Page 615 of the said Deed Records, from
which a 1/2 inch iron rod, with a plastic cap marked "Capital
Surveying Company, Inc.", found for the northwest corner of said
Lot 13, Block "A", bears N60°06'46"W, a distance of 169.52 feet;
THENCE, N23°22'29"E, leavin