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HB 5672

Texas House•Passed

Summary

HB 5672, “Relating to the boundaries of, and validating certain acts and proceedings of, the Driftwood Conservation District”, was introduced in the House on Apr 14, 2025 by Rep. Erin Zwiener (D) with 1 co-sponsor. It last saw action on Jun 20, 2025: Effective on 9/1/25.

Record

Text

HB 5672 has 1 co-sponsor and 3 roll calls.

hb5672/enrolled.txt
H.B. No. 5672
  AN ACT
  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
  bears N41 10'07"Q, 85.92 feet;
         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)
  courses:
               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
  following three (3) courses:
               1)  S00 15'40 E, 514.97 feet to a 1/2" iron rod set with
  plastic cap;
               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
  plastic cap;
               2)  N81°56'14"W, 349.24 feet to a 1/2" iron rod set with
  plastic cap;
               3)  N7l'0l'01"W, 274.19 feet to a 1/2" iron rod set with
  plastic cap;
               4)  N78°02'17"W, 468.3I feet to a 1/2" iron rod set with
  plastic cap;
               5)  N82°55' 15"W, 267.33 feet to a 1/2" iron rod set with
  plastic cap;
               6)  S71°57'45"W, 177.28 feet to a 1/2" iron rod set with
  plastic cap;
               7)  N78'37'03"W, 375.19 feet to a 1/2" iron rod set with
  plastic cap;
               8)  S65°03'19"W, 84.41 feet to a 1/2" iron rod set with
  plastic cap;
               9)  S33°11'56"W, 124.67 feet to a1/2"iron rod set with
  plastic cap;
               10)  S01°02'08'W 168.03 feet to a 1/2" iron rod set with
  plastic cap;
               11)  S27 03' 16"W, 206.14 feet to a 1/2" iron rod set
  with plastic cap;
               12)  S17°49'54"W, 197.44 feet to a 1/2" iron rod set
  with plastic cap;
               13)  S30°34'17"W, 272.18 feet to a to a 1/2" iron rod set
  with plastic cap;
               14)  S12°51'33"W, 225.06 feet to a 1/2" iron rod set
  with plastic cap;
               15)  S08°30'37"E, 228.34 feet to a 1/2" iron rod set
  with plastic cap;
               16)  S17°32'26"W 215.74 feet to a 1/2" iron rod set with
  plastic cap;
               17)  S18°36'23"W, 192.00 feet to a 1/2" iron rod set
  with plastic cap;
               18)  S01°16'37"E, 177.11 feet to a 1/2" iron rod set
  with plastic cap:
               19)  S63°12'48"W, 153.98 feet to a 1/2" iron rod set
  with plastic cap;
               20)  S45°13'37"W, 150.25 feet to a 1/2" iron rod set
  with plastic cap;
               21)  S29°56'27"W, 113.65 to a 1/2" iron rod set with
  plastic cap:
               22)  S60°22'29"W, 114.26 feet to a 1/2" iron rod set
  with plastic cap;
               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
  587+49.3;
         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
  the following two (2) courses:
               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
  centerline station 609+55.5;
         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
  394.112 acres of land area.
  TRACT II.
         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
  twenty-three (23) courses:
               1.  N26 35'43"E, 75.57 feet to a 1/2" iron rod set with
  plastic cap:
               2.  N60 22'29"E, 114.26 feet to a 1/2" iron rod set with
  plastic cap:
               3.  N29 56'27"E, 113.65 feet to a 1/2" iron rod set with
  plastic cap:
               4.  N45 13'37"E, 150.25 feet to a 1/2" iron rod set with
  plastic cap:
               5.  N63 12'48"E, 153.98 feet to a 1/2" iron rod set with
  plastic cap;
               6.  N01 16'37"W, 177.11 feet to a 1/2" iron rod set with
  plastic cap;
               7.  N18 36'23"E, 192.00 feet to a 1/2" iron rod set with
  plastic cap;
               8.  N17 32'26"E, 215.74 feet to a 1/2" iron rod set with
  plastic cap;
               9.  N08 30'37"W, 228.34 feet to a 1/2" iron rod set with
  plastic cap;
               10.  N12 51'33"E, 225.06 feet to a 1/2" iron rod set
  with plastic cap;
               11.  N30 34'17"E, 272.18 feet to a 1/2" iron rod set
  with plastic cap;
               12.  N17 49'54"E 197.44 feet to a 1/2" iron rod set with
  plastic cap;
               13.  N27 03'16"E, 206.14 feet to a 1/2" iron rod set
  with plastic cap;
               14.  N01 02'08"E, 168.03 feet to a 1/2" iron rod set
  with plastic cap;
               15.  N33 11'56"E, 124.67 feet to a 1/2" iron rod set
  with plastic cap;
               16.  N65 03'19"E, 84.41 feet to a 1/2" iron rod set with
  plastic cap;
               17.  S78 37'03"E, 375.19 feet to a 1/2" iron rod set
  with plastic cap;
               18.  N71 57'45"E, 177.28 feet to a 1/2" iron rod set
  with plastic cap;
               19.  S82 55'15"E, 267.33 feet to a 1/2" iron rod set
  with plastic cap;
               20.  S78 02'17"E, 468.31 feet to a 1/2" iron rod set
  with plastic cap;
               21.  S71 01'01"E, 274.19 feet to a 1/2" iron rod set
  with plastic cap;
               22.  S81 56'14"E, 349.24 feet to a 1/2" iron rod set
  with plastic cap;
               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
  128.166 acres of land area.
  TRACT III
         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
  bounds as follows:
         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
  Five, subdivision;
         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
  from GPS Survey occupations.
  37.0675 acres
         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)
  courses:
         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
  corner;
         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.",
  found for corner;
         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
  an angle point;
         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.",
  found for corner;
         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
  left;
         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
  corner;
         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
  an angle point;
         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
  angle point;
         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
  corner;
         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
  left;
         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
  left;
         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.",
  found for corner;
         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
  an angle point;
         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
  an angle point;
         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
  corner;
         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
  an angle point;
         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
  an angle point;
         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
  an angle point;
         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
  an angle point;
         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
  an angle point;
         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.",
  found for corner;
         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
  corner;
         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
  an angle point;
         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
  an angle point;
         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
  an angle point;
         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
  an angle point;
         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
  an angle point;
         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
  an angle point;
         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
  an angle point;
         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
  an angle point;
         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
  corner;
         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,
  Inc.", found for corner;
         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
  corner;
         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
  an angle point;
         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
  angle point;
         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
  corner;
         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
  a curve to the right;
         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.",
  found the point of tangency;
         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.",
  found the point of tangency;
         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.",
  found the point of tangency;
         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.",
  found the point of tangency;
         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
  angle point;
         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
  area.
  119.5115 acres
         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
  metes and bounds as follows:
         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)
  courses:
         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
  Two;
         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
  two (2) courses:
         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
  One, subdivision;
         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
  One, subdivision;
         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
  following nine (9) courses:
         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
  right-of-way);
         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
  to the left;
         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
  four (4) courses:
         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
  to the left;
         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
  Two subdivision;
         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
  Crossing;
         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)
  courses:
         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
  left;
         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
  R.O.W.);
         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
  tangency;
         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,
  Section Two subdivision;
         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
  tract;
         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)
  courses:
         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
  corner;
         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
  Records of Hays County, Texas;
         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
  One, Section Two subdivision;
         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
  acres) as described below:
  TRACT A (4.7233 Acres)
         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, leaving the northerly line of said Lot
  13, Block "A" and Lot 2, Block "F", along the proposed future
  westerly right-of-way line of Thurman Roberts Way, across the
  aforesaid 130 acre tract, a distance of 50.32 feet to a 1/2 inch
  iron rod, with a plastic cap marked "Capital Surveying Company,
  Inc.", set for the southeast corner and POINT OF BEGINNING of the
  herein described tract;
         THENCE, N60°06'46"W, continuing across the said 130 acre
  tract, with the centerline of the aforesaid 100' electric easement,
  175.12 feet to a 1/2 inch iron rod, with plastic cap marked "Capital
  Surveying Company, Inc.", set for the southwest corner of the
  herein described tract;
         THENCE, leaving the centerline of said 100' electric easement
  and continuing across the said 130 acre tract, for the following six
  (6) courses:
         11)  N08°21'50"W, 33.32 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for
  corner;
         12)  N21°22'48"W, 20.10 feet a 1/2 inch iron rod, with plastic
  cap marked "Capital Surveying Company, Inc.", set for corner;
         13)  N14°01'53"W, 58.45 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for
  corner;
         14)  N18°18'45"W, 80.14feet a 1/2 inch iron rod, with plastic
  cap marked "Capital Surveying Company, Inc.", set for corner;
         15)  N42°20'24"W, 48.60 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for
  corner;
         16)  N55°47'45"W, 42.50 feet a 1/2 inch iron rod, with plastic
  cap marked "Capital Surveying Company, Inc.", set on the proposed
  easterly right-of-way line of said future Thurman Roberts Way;
         THENCE, continuing across the said 130 acre tract, with the
  interior right-of-way line of future Thurman Roberts Way, for the
  following ten (10) courses:
         1)  N25°41'33"E, 3.98 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for the
  point of curvature of a curve to the left;
         2)  With the said curve to the left, having a central angle of
  55°00'58", a radius of 121.50 feet, a long chord of 112.24 feet
  (chord bears N01°48'57"W), for an arc distance of 116.67 feet to a
  1/2 inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", set for the point of tangency;
         3)  N29°19'26"W, 17.15 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for the
  point of curvature of a curve to the right;
         4)  With the said curve to the right, having a central angle
  of 20°04'43", a radius of 78.50 feet, a long chord of 27.37 feet
  (chord bears N19°17'05"W), for an arc distance of 27.51 feet to a 1/2
  inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", set for the point of compound curvature of a curve
  to the right;
         5)  With the said curve to the right, having a central angle
  of 23°39'25", a radius of 44.00 feet, a long chord of 18.04 feet
  (chord bears N02°34'59"E), for an arc distance of 18.17 feet to a 1/2
  inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", set for the point of compound curvature of a curve
  to the right;
         6)  With the said curve to the right, having a central angle
  of 124°18'34", a radius of 234.79 feet, a long chord of 415.22 feet
  (chord bears N76°33'58"E), for an arc distance of 509.41 feet to a
  1/2 inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", set for the point of compound curvature of a curve
  to the right;
         7)  With the said curve to the right, having a central angle
  of 58°47'24", a radius of 78.50 feet, a long chord of 77.06 feet
  (chord bears S11°53'03"E), for an arc distance of 80.55 feet to a 1/2
  inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", set for the point of reverse curvature of a curve to
  the left;
         8)  With the said curve to the left, having a central angle of
  47°15'27", a radius of 148.00 feet, a long chord of 118.64 feet
  (chord bears S06°07'04"E), for an arc distance of 122.07 feet to a
  1/2 inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", set for the point of reverse curvature of a curve to
  the right;
         9)  With the said curve to the right, having a central angle
  of 53°07'17", a radius of 78.50 feet, a long chord of 70.20 feet
  (chord bears S03°11'09"E), for an arc distance of 72.78 feet to a 1/2
  inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", set for the point of tangency;
         10)  S23°22'28"W, a distance of 369.44 feet to the POINT OF
  BEGINNING, CONTAINING within these metes and bounds 4.7233 acres of
  land area, to be Saved and Excepted from the above said 134.6580
  acre tract.
  TRACT B (10.4232 Acres)
         COMMENCING at a 1/2 inch iron rod, with plastic cap marked
  "Capital Surveying Company, Inc.", found for the northeast corner
  of Lot 1, Block "B", Driftwood, Phase One, Section One, a
  subdivision recorded in Book 18, Page 236 of the Plat Records of
  Hays County, Texas, 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 1, Block "B", bears S56°42'25"W, a
  distance of 200.04 feet;
         THENCE, N00°51'35"E, leaving the northeast corner of said Lot
  1, Block "B", across the aforesaid 100 acre tract, a distance of
  115.32 feet to a 1/2 inch iron rod, with a plastic cap marked
  "Capital Surveying Company, Inc.", set for the most westerly,
  southwest corner and POINT OF BEGINNING of the herein described
  tract;
         THENCE, continuing across the said 100 acre tract and the
  aforesaid 130 acre tract, for the following fifteen (15) courses:
         1)  With a curve to the right, having a central angle of
  01°13'27", a radius of 78.50 feet, a long chord of 1.68 feet (chord
  bears N37°08'37"E), for an arc distance of 1.68 feet to a 1/2 inch
  iron rod, with a plastic cap marked "Capital Surveying Company,
  Inc.", set for the point of tangency;
         2)  N36°40'01"E, 79.77 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for the
  point of curvature of a curve to the right;
         3)  With the said curve to the right, having a central angle
  of 19°33'57", a radius of 975.00 feet, a long chord of 331.34 feet
  (chord bears N47°51'21"E), for an arc distance of 332.95 feet to a
  1/2 inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", set for the point of reverse curvature of a curve to
  the left;
         4)  With the said curve to the left, having a central angle of
  07°36'57", a radius of 962.49 feet, a long chord of 127.84 feet
  (chord bears N53°49'51"E), for an arc distance of 127.94 feet to a
  1/2 inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", set for the point of reverse curvature of a curve to
  the right;
         5)  With the said curve to the right, having a central angle
  of 08°13'50", a radius of 178.50 feet, a long chord of 25.62 feet
  (chord bears N54°08'17"E), for an arc distance of 25.64 feet to a 1/2
  inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", set for the point of non-tangency and the northwest
  corner of the herein described tract;
         6)  S90°00'00"E, 252.07 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for
  corner;
         7)  S45°00'00"E, 78.53 feet a 1/2 inch iron rod, with plastic
  cap marked "Capital Surveying Company, Inc.", set for corner;
         8)  S00°18'13"E, 626.82 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for
  corner;
         9)  S37°11'49"W, 45.56 feet a 1/2 inch iron rod, with plastic
  cap marked "Capital Surveying Company, Inc.", set for corner;
         10)  S82°11'49"W, 244.61 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for
  corner;
         11)  S07°48'11"E, 137.76 feet a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for
  corner;
         12)  S82°11'49"W, 52.31 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for
  corner;
         13)  N22°26'27"W, 142.38 feet a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for
  corner;
         14)  S82°11'49"W, 184.96 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for
  corner;
         15)  N24°39'28"W, a distance of 452.064 feet to the POINT OF
  BEGINNING, CONTAINING within these metes and bounds 10.4232 acres
  of land area, to be Saved and Excepted from the above said 134.6580
  acre tract, for a combined net acreage of 119.5115 acres.
  44.3905 acres
         FIELDNOTE DESCRIPTION of a tract or parcel of land containing
  44.3905 acres situated in the Freelove Woody Survey No. 23,
  Abstract No. 20, Hays County, Texas, being a portion of that 200
  acre tract, described as Tract  IV and that 100 acre tract,
  described as Tract II, both conveyed to Masa Scott Roberts by deed
  recorded in Volume 966, Page 677 of the Deed Records of Hays County,
  Texas, and all of Lot 1, Block A, Driftwood Solage, a subdivision
  recorded in Book 18, Page 257 of the Plat Records of Hays County,
  Texas; the herein described 44.3905 acre tract, being all of "The
  "Final Plat" of the Driftwood Solage Subdivision, Block A, Lot 1-B,
  being a Replat of Block A, Lot 1 of the Driftwood Solage Subdivision
  and 17.3859 acres out of the Freelove Woody Survey No. 23, Abstract
  No. 664, Within The Extraterritorial Jurisdiction of the City of
  Dripping Springs, Hays County, Texas", as recorded in Document
  No. 19037665 of the Plat Records of Hays County, Texas, is more
  particularly described by metes and bounds as follows:
         BEGINNING at a 1/2 inch iron rod, with plastic cap marked
  "Capital Surveying Company, Inc.", found for the most northerly
  northwest corner of Lot 1, Block A, Driftwood Solage subdivision,
  same being on the east line of Lot 1, Block "A", Driftwood
  Subdivision, Phase One, Section One, a subdivision recorded in Book
  18, Page 236 of the Plat Records of Hays County, Texas, from which a
  1/2 inch iron rod, with plastic cap marked "Capital Surveying
  Company, Inc.", found for the southeast corner of said Lot 1, Block
  "A", Driftwood Subdivision, Phase One, Section One, bears
  S07°22'23"W, 34.06 feet;
         THENCE, leaving the northerly line of said Lot 1, Block A,
  Driftwood Solage Subdivision, across the said 100-acre tract, with
  the southeasterly line of said Driftwood Subdivision, Phase One,
  Section One subdivision, for the following six (6) courses:
         17)  N07°22'23"E, 103.84 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for the
  northeast corner of said Lot 1, Block "A" and southeast corner of
  Lot 2, Block "A", Driftwood Subdivision, Phase One, Section One;
         18)  N17°52'14"E, 113.77 feet to a 1/2" inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for the
  northeast corner of said Lot 2, Block "A" and southeast corner of
  Lot 3, Block "A", Driftwood Subdivision, Phase One, Section One;
         19)  N42°19'39"E, 152.02 feet to a 1/2" iron rod, with plastic
  cap marked "Capital Surveying Company, Inc.", found for the most
  easterly corner of said Lot 3, Block "A";
         20)  N51°01'26"W, 271.17 feet to a 1/2" iron rod, with plastic
  cap marked "Capital Surveying Company, Inc.", found for the most
  northerly corner of said Lot 3, Block "A", being on the
  southeasterly right-of-way line of Thurman Roberts Way
  (right-of-way varies) as dedicated by plat of said Driftwood
  Subdivision, Phase One, Section One, and being the point of
  curvature of a non-tangent curve to the left;
         21)  With the said non-tangent curve to the left, having a
  central angle of 07°28'18", a radius of 1225.00 feet, a long chord of
  159.64 feet (chord bears N43°37'12"E), for an arc distance of 159.75
  feet to a 1/2 inch iron rod, with a plastic cap marked "Capital
  Surveying Company, Inc.", found for the most westerly corner of Lot
  4. Block "A", Driftwood Subdivision, Phase One, Section One;
         22)  S50°06'57"E, passing at 260.73 feet a 1/2" iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for the
  most southerly corner of said Lot 4, Block "A", and continuing
  across the said 100 acre tract, for a total distance of 398.95 feet
  to a 1/2 inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", found for angle point;
         THENCE, S85°26'34"E, continuing across said 100 acre tract,
  for distance of 305.39 feet to a calculated point on the approximate
  centerline of Onion Creek, being on the common easterly line of the
  said 100 acre tract and westerly line of that 331.26 acre tract
  conveyed to R. L. Struhall be deed recorded in Volume 226. Page 633
  of the Deed Records of Hays County, Texas;
         THENCE, S16°23'23"E, with the said common easterly line of the
  100 acre tract and westerly line of the 331.26 acre tract, 513.45
  feet to a calculated point for the most northerly east corner of
  said Lot 1, Block A, Driftwood Solage subdivision;
         THENCE, with the common easterly line of the said Lot 1, Block
  A, Driftwood Solage subdivision and westerly line of the said
  331.26 acre tract, being along the approximate centerline of Onion
  Creek, the following six (6) courses:
         1)  S17°10'43"E, 220.66 feet to a calculated angle point;
         2)  S25°12'42"E, 91.93 feet to a calculated angle point;
         3)  S34°24'43"E, 293.21 feet to a calculated angle point;
         4)  S36°58'43"E, 312.92 feet to a calculated angle point;
         5)  S41°11'43"E, 251.02 feet to a calculated angle point;
         6)  S52°15'43"E, 120.82 feet to a calculated angle point;
         THENCE, S63°34'43"E, leaving the southeast line of aforesaid
  Driftwood Solage subdivision, with the common easterly line of the
  said 200 acre tract and westerly line of the said 331.26 acre tract,
  223.03 feet to a calculated point for the southeast corner of the
  herein described tract;
         THENCE, leaving the westerly line of the said 331.26 acre
  tract and the approximate centerline of Onion Creek, and continuing
  across the said 200 acre tract, for the following fifteen (15)
  courses:
         1)  S53°37'15"W, at a distance of 110.60 feet pass a 1/2" iron
  rod, with cap marked "Capital Surveying Company, Inc.", found  on
  line, and continuing for a total distance of 410.60 feet to a 1/2"
  iron rod, with cap marked "Capital Surveying Company, Inc.", found
  for an angle point;
         2)  S83°45'47"W, 373.76 feet to a cotton gin spindle found for
  an angle point;
         3)  S71°43'37"W, 140.00 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         4)  S75°18'49"W, 419.98 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         5)  S69°45'59"W, 23.70' feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         6)  N02°46'13"E, 20.69 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 said curve to the right, having a central angle of
  01°48'34", a radius of 975.00 feet, a chord distance of 30.79 feet
  (chord bears N01°51'55"E), for an arc distance of 30.79 feet to a
  1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
  found for the point of tangency;
         8)  N00°57'39"E, 317.81 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for the point of
  curvature of curve to the left;
         9)  With said curve to the left, having a central angle of
  23°43'44", radius of 375.00 feet, a chord distance of 154.20 feet
  (chord bears N10°54'13"W), for an arc distance of 155.31 feet to a
  1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
  found for the point of tangency;
         10)  N22°46'05"W, 42.55 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         11)  N14°38'40"W, 372.96 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         12)  N21°45'28"W, 30.71 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for corner;
         13)  S80°36'36"W, 280.00 feet to 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for corner;
         14)  N10°21'10"W, 220.19 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         15)  N28°08'35"W, 75.29 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found on the southerly
  line of said Lot 1, Block "A", Driftwood Solage, subdivision;
         THENCE, with the southerly line of said Lot 1, Block A,
  Driftwood Solage subdivision and continuing across the said 200
  acre tract, for the following two (2) courses:
         1)  N50°40'23"W, 232.12 feet to 4" diameter steel fence post
  found;
         2)  N85°21'33"W, 156.63 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 left, on the easterly
  right-of-way line of said Thurman Roberts Way;
         THENCE, with the common west line of the said Lot 1, Block A,
  Driftwood Solage subdivision and easterly right-of-way line of said
  Thurman Roberts Way, across the said 200 acre tract, with said
  non-tangent curve to the left, having a central angle of 02°22'08",
  a radius of 1275.00 feet, a chord distance of 52.71 feet (chord
  bears N23°06'09"E), for an arc distance of 52.72 feet to a 1/2" iron
  rod, with cap marked "Capital Surveying Company, Inc.", found for
  the point of tangency;
         THENCE, leaving said Thurman Roberts Way and continuing with
  the said westerly line of Lot 1, Block A, Driftwood Solage
  subdivision, being across the said 200 acre tract, for the
  following four (4) courses:
         1)  S85°21'33"E, 228.91 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         2)  N14°30'16"E, 131.29 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         3)  N14°09'20"W, 149.71 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         4)  N05°20'52"E, 82.17 feet to a feet to a 1/2" iron rod, with
  cap marked "Capital Surveying Company, Inc.", found on the south
  line of aforesaid Lot 1, Block "A", Driftwood Subdivision, Phase
  One, Section One;
         THENCE, continuing across the said 200-acre tract, with
  common line between said Lot 1, Block A, Driftwood Solage
  subdivision and Lot 1, Block "A", Driftwood Subdivision, Phase One,
  Section One, for the following two (2) courses:
         1)  S84°39'08"E, 113.68 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for the southeast
  corner of aforesaid Lot 1, Block "A", Driftwood Subdivision, Phase
  One, Section One;
         2)  N07°22'23"E, 34.06 feet to the POINT OF BEGINNING,
  CONTAINING within these metes and bounds 44.3905 acres of land
  area.
         Bearing Basis is the Texas State Plane Coordinate System,
  South Central Zone, NAD 83 (GRID).
  65.3766 Acres
         FIELDNOTE DESCRIPTION of a tract or parcel of land containing
  81.7176 acres situated in the Fannie A. D. Darden, Abstract No. 664
  and the Freelove Woody Survey No. 23, Abstract No. 20, Hays County,
  Texas, being all of that 0.83 acre tract conveyed to Masa Scott
  Roberts by deed recorded in Volume 333, Page 323 of the Deed Records
  of Hays County, Texas, a portion of that 130 acre tract, described
  as Tract I, a portion of that 100 acre tract, described as Tract II,
  a portion of that 47.5 acre tract, described as Tract III and a
  portion of that 200 acre tract, described as Tract IV, all conveyed
  to Masa Scott Roberts by deed recorded in Volume 966, Page 677 of
  the said Deed Records, the said 81.7176 acre tract is more
  particularly described by metes and bounds as follows:
         BEGINNING at a cotton gin spindle found in rock, for the
  common north corner of the said 0.83 acre tract and the said 130
  acre tract, being the southeast corner of Lot 1-B, Division of Lot
  1, The J. V. Ash, Jr. Subdivision, a subdivision recorded in Volume
  10, Page 217 of the Plat Records of Hays County, Texas, same being
  the southwest corner of Lot 2, Block 'B', "Creek of Driftwood", a
  subdivision recorded in Volume 8, Page 246 of the said Plat Records;
         THENCE, leaving the easterly line of the said 0.83 acre
  tract, along the centerline of Onion Creek, with the northeast and
  easterly line of the above said 130 acre tract, being the southerly
  line of aforesaid Lot 2, Block "B", Creek of Driftwood subdivision,
  for the following two (2) courses:
         1)  S80°26'41"E, 216.51 feet to a calculated angle point;
         2)  N89°33'24"E, 514.79 feet to the calculated southeast
  corner of aforesaid Lot 2, Block 'B', same being the northeast
  corner of Lot 56, Block "A, Driftwood Subdivision, Phase One,
  Section Two, a subdivision recorded in Document No. 19026363 of the
  Official Public Records of Hays County, Texas;
         THENCE, leaving the south line of said Lot 2, Block 'B, across
  the said 130 acre tract and the said 100 acre tract, with the
  westerly and southerly lines of said Driftwood Subdivision, Phase
  One, Section Two, for the following five (5) courses:
         1)  S05°40'15"E, 578.57 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for the
  southwest corner of Lot 3, Block "A", (Thurman Roberts Way -
  variable width right-of-way);
         2)  N88°34'32"E, with the southerly right-of-way of Thurman
  Roberts Way, 279.37 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 left;
         3)  Continuing along the southerly right-of-way line of
  Thurman Roberts Way, with said curve to the left, having a central
  angle of 27°58'16", a radius of 831.70 feet, a long chord of 402.01
  feet (chord bears N74°35'24"E), 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 reverse curvature of a curve
  to the right on the westerly right-of-way line of Lot 6, Block "F"
  (Roxie Crossing) as dedicated by plat of said Driftwood
  Subdivision, Phase One, Section Two;
         4)  Continuing with the westerly right-of-way line of Roxie
  Crossing, with said curve to the right, having a central angle of
  87°17'31", a radius of 15.00 feet, a long chord of 20.71 feet (chord
  bears S75°44'58"E), for an arc distance of 22.85 feet to a 1/2 inch
  iron rod, with plastic cap marked "Capital Surveying Company,
  Inc.", found for the point of tangency;
         5)  S32°06'12"E, continuing with the westerly line of 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 common southwest corner of
  Roxie Crossing, Driftwood, Phase One, Section Two, subdivision,
  same being the northwest corner of Lot 5, Block "F" (Roxie
  Crossing), Driftwood Subdivision, Phase One, Section One, a
  subdivision recorded in Book 18, Pages 236 through 240 of the Plat
  Records of Hays County, Texas;
         THNECE, leaving the southerly line of Driftwood Subdivision,
  Phase One, Section Two, along the northerly and westerly line of
  Driftwood Subdivision, Phase One, Section One, for the following
  five (5) courses:
         1)  S57°25'46"W, 200.01 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for
  corner;
         2)  S32°06'12"E, 40.24 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;
         3)  With said curve to the right, having a central angle of
  21°50'23", a radius of 275.00 feet, a long chord of 104.19 feet
  (chord bears S21°11'01"E), for an arc distance of 104.82 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 left;
         4)  With said curve to the left, having a central angle of
  65°29'02", a radius of 725.00 feet, a long chord of 784.24 feet
  (chord bears S43°00'20"E), for an arc distance of 828.61 feet to a
  1/2 inch iron rod, with plastic cap marked "Capital Surveying
  Company, Inc.", found for the point of tangency;
         5)  S75°44'51"E, 184.03 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for the
  point of curvature of a non-tangent curve to the right on the
  westerly line of  Lot 2, Block "F", (Thurman Roberts Way - variable
  width right-of-way) as dedicated by plat of Driftwood Subdivision,
  Phase One, Section One;
         THENCE, with the westerly right-of-way line of said Thurman
  Roberts Way, being Lot 2, Block "F" and Lot 1, Block "F", of said
  Driftwood Subdivision, Phase One, Section One, for the following
  four (4) courses:
         1)  With said non-tangent curve to the right, having a
  central angle of 22°05'26", a radius of 1225.00 feet, a long chord of
  469.38 feet (chord bears S16°44'49"W), for an arc distance of 472.30
  feet to a 1/2 inch iron rod, with plastic cap marked "Capital
  Surveying Company, Inc.", found for the point of tangency;
         2)  S27°47'32"W, 81.49 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;
         3)  With said curve to the right, having a central angle of
  09°33'11", a radius of 775.00 feet, a long chord of 129.07 feet
  (chord bears S32°34'08"W), for an arc distance of 129.22 feet to a
  1/2 inch iron rod, with plastic cap marked "Capital Surveying
  Company, Inc.", found for the point of tangency;
         4)  S46°06'03"W, 73.14 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for
  corner;
         THENCE, leaving westerly right-of-way line of said Thurman
  Roberts Way, across the aforesaid 200 acre tract and the said 47.5
  acre tract, for the following four (4) courses:
         1)  N56°01'33"W, 199.87 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 left;
         2)  With said curve to the left, having a central angle of
  145°01'54", a radius of 773.00 feet, a long chord of 1474.58 feet
  (chord bears S51°27'30"W), for an arc distance of 1956.68 feet to a
  1/2 inch iron rod, with plastic cap marked "Capital Surveying
  Company, Inc.", found for corner;
         3)  S70°51'14"W, 489.70 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for
  corner in the aforesaid 47.5 acre tract;
         4)  N04°40'53"W, 328.13 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found on the
  common north line of the aforesaid 47.5 acre tract and south line of
  that 7.47 acre tract conveyed to D. Scott Daves as recorded in
  Document No. 70003517 of the said Official Public Records;
         THENCE, with the northerly and westerly lines of the said
  47.5 acre tract, the 200 acre tract and the 100 acre tract, for the
  following six (6) courses:
         1)  N88°21'08"E, with the common north line of the said 47.5
  acre tract and south line of the said 7.47 acre tract, 55.66 feet to
  a 1/2 inch iron rod, with plastic cap marked "Capital Surveying
  Company, Inc.", found for corner;
         2)  N06°16'50"W, leaving the north line of the said 47.5 acre
  tract, with the common west line of the said 200 acre tract, the
  east line of the said 7.47 acre tract and the east line of that 1.12
  acre tract conveyed to Kathleen Collins and Thomas Wendt as
  recorded in Volume 3272, Page 851 of the said Deed Records, 604.83
  feet to a 1/2 inch iron rod, without cap, found for corner;
         3)  S89°02'53"W, 77.37 feet to a calculated point, from which
  a 1/2 inch iron rod, without cap, bears  S05°17'08"W, 2.25 feet for
  the southeast corner of that 5.2506 acre tract conveyed to Kathleen
  Collins and Thomas Wendt by deed recorded in Volume 1427, Page 454
  of the said Deed Records;
         4)  N05°17'08"E, 618.54 feet to a 5/8" iron rod found for the
  northeast corner of the said 5.04 acre tract conveyed to Educated
  Roofing Systems, Inc., by deed recorded in Document No. 17027808 of
  the said Official Public Records, being on the apparent common line
  between the above said 288 acre tract and the 100 acre tract, same
  being the POINT OF REFERENCE for the 5.336 acre tract described
  below;
         5)  S86°24'25"W, with the above said common line between the
  288 acre tract and the 100 acre tract, being the north line of the
  said 5.04 acre tract, 91.89 feet to a 1/2" iron rod found for the
  southeast corner of that 7.56 acre tract conveyed to HD Ventures LP
  by deed recorded in Volume 2625, Page 278 of the said Official
  Public Records and being the apparent southwest corner of the 100
  acre tract;
         6)  N07°27'54"W, with the common line between the said 7.56
  acre tract and the 100 acre tract, 1242.44 feet to a 1/2" iron rod
  found for the north corner of the aforesaid 7.56 acre tract and the
  100 acre tract, being on the south line of Lot 1-D, of aforesaid
  "Division of Lot 1, The J. V. Ash, Jr. Subdivision";
         THENCE, S89°18'23"E, leaving the east line of the said 6.01
  acre tract, with the common north line of the said 100 acre tract
  and south line of the said Lot 1-D, a distance of 174.13 feet to a
  1/2" iron rod found for the southeast corner of said Lot 1-D, same
  being the southwest corner of the aforesaid 0.83 acre tract;
         THENCE, N08°44'17"W, leaving the north line of the said 100
  acre tract, with the common east line of Lot 1-D, and west line of
  the said 0.83 acre tract, 101.46 feet to a 1/2" iron rod found for an
  angle point;
         THENCE, N33°27'31"E, with the west line of the said 0.83 acre
  tract, at 148.39 feet pass a 1/2" iron rod found for the common east
  corner of Lot 1-D, and Lot 1-B, of said "Division of Lot 1, The J. V.
  Ash, Jr. Subdivision", and continuing along the east line of said
  Lot 1-B, for a total distance of 209.96 feet to a fence corner post
  found for an angle point for the most northerly corner of the
  aforesaid 0.83 acre tract;
         THENCE, S69°54'59"E, with the common north line of the said
  0.83 acre tract and south line of said Lot 1-B, 18.34 feet to the
  POINT OF BEGINNING, CONTAINING within these metes and bounds
  81.7176 acres of land area, SAVE and EXCEPT the following 5.336 acre
  tract, being all of that 5.2 acre tract conveyed to Christella
  Alberado by deed recorded in Volume 302, Page 484 of the said Deed
  Records and that 11.005 acre tract, being out of the aforesaid 100
  acre tract, described as Tract II, and as more particularly
  described by metes and bounds as follows:
  SAVE AND EXCEPT 5.336 ACRE TRACT
         COMMENING at the 5/8" iron rod found for the common west
  corner of the said 200 acre tract and 100 acre tract, being the
  northeast corner of the said 10.283 acre tract, and as further
  described above as the POINT OF REFERENCE:
         THENCE, N86°13'55"E, with the south line of the above said 100
  acre tract, for a distance of 49.97 feet to a 1/2" iron rod found for
  the northwest corner of the said 5.2 acre tract and the POINT OF
  BEGINNING of the herein described tract;
         THENCE, N86°22'32"E, with the north line of the said 5.2 acre
  tract, 314.54 feet to a 1/2" iron rod found for an angle point;
         THENCE, N87°39'46"E, 436.49 feet to a 1/2" iron rod found for
  the northeast corner of the said 5.2 acre tract;
         THENCE, S05°36'14"W, 310.15 feet to a 60d nail found in a
  fence corner post for the southeast corner of the said 5.2 acre
  tract;
         THENCE, S86°53'23"W, 377.12 feet to a 1/2" iron rod found for
  an angle point;
         THENCE, S87°09'18"W, 372.19 feet to a 1/2" iron rod found for
  the southwest corner of the said 5.2 acre tract;
         THENCE, N05°15'47"E, 311.23 feet to the POINT OF BEGINNING of
  the herein described tract, CONTAINING within these metes and
  bounds 5.336 acres of land area, to be SAVED AND EXCEPTED from the
  81.7176 acre tract described above.
  SAVE AND EXCEPT 11.005 ACRE TRACT
         COMMENCING at a 1/2 inch iron rod, with plastic cap marked
  "Capital Surveying Company, Inc.", found for the most northerly
  corner of Lot 1, Block "C", same being the most easterly corner of
  Roxie Crossing Drive (50' right-of-way) as dedicated by plat in
  Driftwood Subdivision, Phase One, Section One, a subdivision
  recorded in Book 18, Pages 236 through 240 of the Plat Records of
  Hays County, Texas, from which a 1/2 inch iron rod, with a plastic
  cap marked "Capital Surveying Company, Inc.", found for the most
  westerly corner of said Lot 1, Block "C", bears S57°25'46"W, 200.01
  feet;
         THENCE, leaving the westerly line of said Lot 1, Block "C",
  across the said 100 acre tract, with the southerly right-of-way
  line of Lot 6, Block "F" (Roxie Crossing), as dedicated in Driftwood
  Subdivision, Phase One, Section Two, a subdivision recorded in
  Document No. 19026363 of the Plat Records of Hays County, Texas,
  for the following two (2) courses:
         1)  N32°06'12"W, 37.95 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", set for the
  point of curvature of a curve to the left;
         2)  With the 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°44'59"W), for an arc distance of 22.85 feet to a 1/2 inch
  iron rod, with a plastic cap marked "Capital Surveying Company,
  Inc.", found for the point of reverse curvature of a curve to the
  right at the intersection with Lot 3, Block "F", (Thurman Roberts
  Way, right-of-way varies), Driftwood Subdivision, Phase One,
  section Two;
         THENCE, leaving the southerly right-of-way line of Roxie
  Crossing Drive, and continuing across the said 100 acre tract,
  along the southerly right-of-way line of Thurman Roberts Way, with
  a curve to the right having a central angle of 13°33'28", a radius of
  831.70 feet, a long chord of 196.35 feet (chord bears S67°23'00"W),
  for an arc distance of 196.80 feet to a 1/2 inch iron rod, with a
  plastic cap marked "Capital Surveying Company, Inc.", found for the
  northeast corner and POINT OF BEGINNING of the herein described
  tract;
         THENCE, leaving the southerly right-of-way line of Thurman
  Roberts Way, and continuing across the said 100 acre tract, for the
  following twelve (12) courses:
         1)  S20°32'24"E, 374.25 feet to a plastic cap marked "Capital
  Surveying Company, Inc.", found for corner;
         2)  S01°59'47"E, 403.48 feet to a plastic cap marked "Capital
  Surveying Company, Inc.", found for corner, from which a 1/2 inch
  iron rod, with a plastic cap marked "Capital Surveying Company,
  Inc.", found for the common south corner of Lot 3 and Lot 4, Block
  "C", Driftwood Subdivision, Phase One, Section One, bears
  N48°23'42"E, 238.83 feet;
         3)  N74°30'28"W, 279.15 feet to a plastic cap marked "Capital
  Surveying Company, Inc.", found for corner,
         4)  N70°26'35"W, 152.74 feet to a plastic cap marked "Capital
  Surveying Company, Inc.", found for corner;
         5)  N74°05'29"W, 144.99 feet to a plastic cap marked "Capital
  Surveying Company, Inc.", found for corner;
         6)  N73°05'40"W, 56.98 feet to a plastic cap marked "Capital
  Surveying Company, Inc.", found for corner;
         7)  N72°36'05"W, 103.77 feet to a plastic cap marked "Capital
  Surveying Company, Inc.", found for corner;
         8)  N49°16'55"W, 105.41 feet to a plastic cap marked "Capital
  Surveying Company, Inc.", found for corner;
         9)  N23°03'53"W, 107.36 feet to a plastic cap marked "Capital
  Surveying Company, Inc.", found for corner;
         10)  N00°19'53"E, 143.04 feet to a plastic cap marked
  "Capital Surveying Company, Inc.", found for corner;
         11)  N72°18'57"W, 177.92 feet to a plastic cap marked
  "Capital Surveying Company, Inc.", found for the point of curvature
  of a non-tangent curve to the right;
         12)  With the said curve to the right, having a central angle
  of 48°39'30", a radius of 379.00 feet, a long chord of 312.28 feet
  (chord bears N64°14'47"E), for an arc distance of 321.87 feet to a
  1/2 inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", found for the point of tangency;
         THENCE, N88°34'32"E, continuing across the said 100 acre
  tract, at a distance of 84.35 feet pass a 1/2" iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for the
  southwest corner of aforesaid Thurman Roberts Way, and continuing
  along the southerly line of Thurman Roberts Way, for a total
  distance of 363.72 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 left;
         THENCE, continuing across the said 100 acre tract, along the
  southerly line of said Thurman Roberts Way, with the said curve to
  the left, having a central angle of 14°24'48", a radius of 831.70
  feet, a long chord of 208.67 feet (chord bears N81°22'08"E), for an
  arc distance of 209.22 feet to the POINT OF BEGINNING, CONTAINING
  within these metes and bounds 11.005 acres of land area, to be SAVED
  AND EXCEPTED from the 81.7176 acre tract described above, for a
  total NET AREA of 65.3766 acres of land area
         The bearings shown in this survey are grid bearings based on
  the Texas State Plane Coordinate System, NAD 83 (HARN) Datum, South
  Central Zone, derived by Global Positioning Systems surveys
  19.3018 acres
         FIELDNOTE DESCRIPTION, of a tract or parcel of land
  containing 19.3018 acres situated in the Freelove Woody Survey
  No. 23, Abstract No. 20, Hays County, Texas, being all of that
  19.302 acre tract, described as Tract 2, conveyed to Driftwood DLC
  Investor I, LP by deed recorded in Document No. 20031232 of the
  Official Public Records of Hays County, Texas, the said 19.3018
  acre tract, being all of proposed Driftwood Subdivision, Phase Two
  Final Plat, is more particularly described by metes and bounds as
  follows:
         BEGINNING at a 1/2" iron rod, with cap marked "Capital
  Surveying Company, Inc.", found for the southwest corner of the
  said 19.302 acre tract, being a northerly remainder line of that 200
  acre tract, described as Tract IV, conveyed to Masa Scott Roberts by
  deed recorded in Volume 966, Page 677 of the Deed Records of Hays
  County, Texas and a point on the easterly line of Lot 1, Block F,
  Driftwood Subdivision, Phase One, Section One (Thurman Roberts Way,
  right-of-way varies);
         THENCE, with the easterly line of the said Lot 1, Block "F"
  (Thurman Roberts Way) and westerly line of the said 19.302 acre
  tract, for the following six (6) courses:
         1)  N08°08'52"W, a distance of 270.55  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;
         2)  With the said curve to the right having a central angle of
  32°07'04", a radius of 175.00 feet, a chord distance of 96.82 feet
  (chord bears N07°54'40"E), for an arc distance of 98.10 feet to a
  1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
  found for the point of tangency;
         3)  N23°58'11"E, 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;
         4)  With the said curve to the left having a central angle of
  28°12'44", a radius of 250.00 feet, a chord distance of 121.86 feet
  (chord bears N09°51'49"E), for an arc distance of 123.10 feet to a
  1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
  found for the point of tangency;
         5)  N04°14'32"W, 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;
         6)  With the said curve to the right having a central angle of
  16°19'00", a radius of 375.00 feet, a chord distance of 106.43 feet
  (chord bears N03°54'57"E), for an arc distance of 106.79 feet to a
  1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
  found for the northwest corner of the herein described tract, same
  being the point of curvature of a non-tangent curve to the left;
         THENCE, leaving the easterly line of said Lot 1, Block "F"
  (Thurman Roberts Way), with the northerly line of the 19.302 acre
  tract, for the following ten (10) courses:
         1)  With the said non-tangent curve to the left having a
  central angle of 84°22'00", a radius of 15.00 feet, a chord distance
  of 20.14 feet (chord bears S30°06'34"E), for an arc distance of
  22.09 feet to a 1/2" iron rod, with cap marked "Capital Surveying
  Company, Inc.", found for the point of tangency;
         2)  S72°17'33"E, 10.71 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;
         3)  With a curve to the left having a central angle of
  22°56'38", a radius of 275.00 feet, a chord distance of 109.39 feet
  (chord bears S83°45'53"E), for an arc distance of 110.12 feet to a
  1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
  found for the point of tangency;
         4)  N84°45'49"E, 211.28 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;
         5)  With a curve to the right having a central angle of
  18°03'27", a radius of 725.00 feet, a chord distance of 227.55 feet
  (chord bears S86°12'28"E), for an arc distance of 288.49 feet to a
  1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
  found for the point of tangency;
         6)  S77°10'44"E, 128.00 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         7)  S90°00'00"E (east), 229.51 feet to a 1/2" iron rod, with
  cap marked "Capital Surveying Company, Inc.", found for an angle
  point;
         8)  N84°09'44"E, 129.83 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for corner;
         9)  N85°31'04"E, 20.00 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for corner;
         10)  N63°47'30"E, 116.76 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found on the westerly
  line of "Lot 1-B, Block "A", "Final Plat" of the Driftwood Solage
  Subdivision, Block A, Lots 1-B, being a Replat of Block A, Lot 1of
  the Driftwood Solage Subdivision and 17.3859 acres out of the
  Freelove Woody Survey No. 23, Abstract No. 664, within the
  extraterritorial jurisdiction of the City of Dripping Springs, Hays
  County, Texas" (Lot 1-B), a subdivision recorded in Document
  No. 19037665 of the Official Public Records of Hays County, Texas,
  from which a 1/2" iron rod, with plastic cap marked "Capital
  Surveying Co. Inc.", found on the westerly line of said Lot 1-B,
  bears N14°38'40"W, 253.31 feet;
         THENCE, with the easterly line of the said 19.302 acre tract
  and westerly line of said Lot 1-B, for the following six (6)
  courses:
         1)  S14°38'40"E, 119.66 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         2)  S22°46'05"E, 42.55 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;
         3)  With a curve to the right having a central angle of
  23°43'44", a radius of 375.00 feet, a chord distance of 154.20 feet
  (chord bears S10°54'13"E), for an arc distance of 155.30 feet to a
  1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
  found for the point of tangency;
         4)  S00°57'39"W, 317.81 feet to 1/2" iron rod, with cap marked
  "Capital Surveying Company, Inc.", found for the point of curvature
  of a curve to the right;
         5)  With a curve to the right having a central angle of
  01°48'34", a radius of 975.00 feet, a chord distance of 30.79 feet
  (chord bears S01°51'55"W), for an arc distance of 30.79 feet to a
  1/2" iron rod, with cap marked "Capital Surveying Company, Inc.",
  found for the point of tangency;
         6)  S02°46'13"W, 20.69 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for the common
  southeast corner of the said 19.302 acre tract and southwest corner
  of aforesaid Lot 1-B;
         THENCE, leaving the westerly line of said Lot 1-B, with the
  southerly line of the said 19.302 acre tract, for the following four
  (4) courses:
         1)  S69°45'58"W, 146.21 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         2)  S84°10'39"W, 154.10 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         3)  N64°35'30"W, 97.62 feet to a 1/2" iron rod, with cap
  marked "Capital Surveying Company, Inc.", found for an angle point;
         4)  N89°59'25"W, 885.66 feet to the POINT OF BEGINNING,
  CONTAINING within these metes and bounds 19.3018 acres of land
  area.
  The Bearings shown hereon are grid bearings base on the Texas State
  Plane Coordinate System, South Central Zone, NAD83 (HARN), derived
  by GPS observation.
  4.7233 acres
         FIELDNOTE DESCRIPTION of a tract or parcel of land containing
  4.7233 acres situated in the Fannie A. D. Darden Survey, Abstract
  No. 664, Hays County, Texas, being a portion of that 130 acre tract,
  described as Tract 1, conveyed to Masa Scott Roberts by deed
  recorded in Volume 966, Page 677 of the Deed Records of Hays County,
  Texas and as further described in Volume 168, Page 156 of the said
  Deed Records; the herein described 4.7233 acre tract is more
  particularly described by metes and bounds as follows:
         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 Subdivision,
  Phase One, Section One, a subdivision recorded in Book 18, Page 236
  of the Plat Records of Hays County, Texas, same being on the
  southwest corner of Lot 3, Block "F" (Thurman Roberts Way,
  right-of-way varies) and a southeast corner of Lot 14, Block "B",
  Driftwood Subdivision, Phase One, Section Two, a subdivision
  recorded in Document No. 19026363 of the said Plat Records;
         THENCE, N23°22'29"E, leaving the northerly line of said Lot
  13, Block "A" and Lot 2, Block "F", along the common westerly
  right-of-way line of Thurman Roberts Way, (Lot 3, Block "F") and the
  easterly line of Lot 14, Block "B", a distance of 50.32 feet to a 1/2
  inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", found for the southeast corner and POINT OF
  BEGINNING of the herein described tract;
         THENCE, N60°06'46"W, continuing across the said 130 acre
  tract, with the centerline of the aforesaid 100' electric easement,
  175.12 feet to a 1/2 inch iron rod, with plastic cap marked "Capital
  Surveying Company, Inc.", found for the southwest corner of the
  herein described tract;
         THENCE, continuing across the said 130 acre tract, with the
  northeast line of said Lot 14, Block "B", for the following six (6)
  courses:
         3)  N08°21'50"W, 33.32 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for
  corner;
         4)  N21°22'48"W, 20.10 feet a 1/2 inch iron rod, with plastic
  cap marked "Capital Surveying Company, Inc.", found for corner;
         5)  N14°01'53"W, 58.45 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for
  corner;
         6)  N18°18'45"W, 80.14feet a 1/2 inch iron rod, with plastic
  cap marked "Capital Surveying Company, Inc.", found for corner;
         7)  N42°20'24"W, 48.60 feet to a 1/2 inch iron rod, with
  plastic cap marked "Capital Surveying Company, Inc.", found for
  corner;
         8)  N55°47'45"W, 42.50 feet a 1/2 inch iron rod, with plastic
  cap marked "Capital Surveying Company, Inc.", found on the easterly
  right-of-way line of aforesaid Thurman Roberts Way (Lot 3, Block
  "F");
         THENCE, leaving the northerly line of said Lot 14, Block "B",
  and continuing across the said 130 acre tract, with the interior
  right-of-way line of Thurman Roberts Way (Lot 3, Block "F"), for the
  following ten (10) courses
         1)  N25°41'33"E, 3.98 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 left;
         2)  With the said curve to the left, having a central angle of
  55°00'58", a radius of 121.50 feet, a long chord of 112.24 feet
  (chord bears N01°48'57"W), for an arc distance of 116.67 feet to a
  1/2 inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", found for the point of tangency;
         3)  N29°19'26"W, 17.15 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;
         4)  With the said curve to the right, having a central angle
  of 20°04'43", a radius of 78.50 feet, a long chord of 27.37 feet
  (chord bears N19°17'05"W), for an arc distance of 27.51 feet to a 1/2
  inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", found for the point of compound curvature of a curve
  to the right;
         5)  With the said curve to the right, having a central angle
  of 23°39'25", a radius of 44.00 feet, a long chord of 18.04 feet
  (chord bears N02°34'59"E), for an arc distance of 18.17 feet to a 1/2
  inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", found for the point of compound curvature of a curve
  to the right;
         6)  With the said curve to the right, having a central angle
  of 124°18'34", a radius of 234.79 feet, a long chord of 415.22 feet
  (chord bears N76°33'58"E), for an arc distance of 509.41 feet to a
  1/2 inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", found for the point of compound curvature of a curve
  to the right;
         7)  With the said curve to the right, having a central angle
  of 58°47'24", a radius of 78.50 feet, a long chord of 77.06 feet
  (chord bears S11°53'03"E), for an arc distance of 80.55 feet to a 1/2
  inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", found for the point of reverse curvature of a curve
  to the left;
         8)  With the said curve to the left, having a central angle of
  47°15'27", a radius of 148.00 feet, a long chord of 118.64 feet
  (chord bears S06°07'04"E), for an arc distance of 122.07 feet to a
  1/2 inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", found for the point of reverse curvature of a curve
  to the right;
         9)  With the said curve to the right, having a central angle
  of 53°07'17", a radius of 78.50 feet, a long chord of 70.20 feet
  (chord bears S03°11'09"E), for an arc distance of 72.78 feet to a 1/2
  inch iron rod, with a plastic cap marked "Capital Surveying
  Company, Inc.", found for the point of tangency;
         10)  S23°22'28"W, a distance of 369.44 feet to the POINT OF
  BEGINNING, CONTAINING within these metes and bounds 4.7233 acres of
  land area.
  Bearing Basis is the Texas State Plane Coordinate System, South
  Central Zone, NAD 83 (GRID).
  1.435 acres
         FIELDNOTE DESCRIPTION, to accompany sketch of same date, of a
  tract or parcel of land containing 1.435 acres situated in the
  Freelove Woody Survey No. 23, Abstract No. 20, Hays County, Texas,
  being a portion of that 100 acre tract, described as Tract II,
  conveyed to Masa Scott Roberts by deed recorded in Volume 966, Page
  156 of the Deed Records of Hays County, Texas and that 200 acre
  tract, described as Tract 4 conveyed to Masa Scott Roberts by deed
  recorded in Volume 966, Page 677 of the said Deed Records, the said
  1.435 acre tract is more particularly described by metes and bounds
  as follows:
         BEGINNING at a 1/2" iron rod, with plastic cap marked
  "Capital Surveying Co., Inc.", found on the curving, easterly line
  of Lot 2, Block "F", (Thurman Roberts Way - variable width
  right-of-way), as dedicated in Driftwood Subdivision, Phase One,
  Section One, a subdivision recorded in Book 18, Pages 236 through
  240 of the Plat Records of Hays County, Texas, same being the
  southwest corner of Lot 1, Block "A" of said Driftwood Subdivision,
  Phase One, Section One, from which a 1/2" iron rod, with a cap
  marked "Capital Surveying Co., Inc.", found for the southeast
  corner of  Lot 6, Block "C", of said Driftwood Subdivision, Phase
  One, Section One, bears N84°17'13"W, 50.00 feet;
         THENCE, S84°39'08"E, leaving easterly line of said Lot 2,
  Block "F", across the said 100 acre tract and the 200 acre tract,
  with the southerly line of said Lot 1, Block "A", Driftwood
  Subdivision, Phase One, Section One, for a distance of 146.87 feet
  to a 1/2" iron rod, with a cap marked "Capital Surveying Co., Inc.",
  found for the northwest corner of Lot 1, Block "A", Driftwood
  Solage, a subdivision recorded in Book 18, Page 257 of the said Plat
  Records, for the northeast corner of the herein described tract,
  from which a 1/2" iron rod, with a cap marked "Capital Surveying
  Co., Inc.", found for the southeast corner of aforesaid Lot 1, Block
  "A", Driftwood Subdivision, Phase One, Section One, bears
  S84°39'08"E, 113.68 feet;
         THENCE, leaving the southerly line of said Lot 1, Block "A",
  Driftwood Subdivision, Phase One, Section One, and crossing through
  the said 200 acre tract, with the westerly line of said Lot 1, Block
  "A", Driftwood Solage, subdivision, for the following four (4)
  courses:
         11)  S05°20'52"W, 82.17 feet to a 1/2" iron rod, with a cap
  marked "Capital Surveying Co., Inc.", found for corner;
         12)  S14°09'20"E, 149.71 feet to a 1/2" iron rod, with a cap
  marked "Capital Surveying Co., Inc.", found for corner;
         13)  S14°30'16"W, 131.29 feet to a 1/2" iron rod, with a cap
  marked "Capital Surveying Co., Inc.", found for corner;
         14)  N85°21'33"W, 228.91 feet to a 1/2" iron rod, with a cap
  marked "Capital Surveying Co., Inc.", found for the point of
  curvature of a non-tangent curve to the left on the easterly line of
  the Lot 1, Block "F", (Thurman Roberts Way - variable width
  right-of-way), for the southwest corner of the herein described
  tract, from which a 1/2" iron rod, with a cap marked "Capital
  Surveying Co., Inc.", found on the easterly line of aforesaid Lot 1,
  Block "F", for most westerly, southwest  corner of aforesaid Lot 1,
  Block "A", Driftwood Solage, subdivision, bears S23°06'09"W, a
  chord distance of 52.71 feet;
         THENCE, leaving the westerly line of Lot 1, Block "A",
  Driftwood Solage, subdivision,  continuing across the said 200 acre
  tract and the 100 acre tract, with the easterly line of aforesaid
  Lot 1 and Lot 2, Block "F", Driftwood Subdivision, Phase One,
  Section One (Thurman Roberts Way), for the following five (5)
  courses:
         1)  With a non-tangent curve to the left having a central
  angle of 03°13'29", a radius of 1275.00 feet, a chord distance of
  71.75 feet (chord bears N20°18'20"E), for an arc distance of 71.76
  feet to a 1/2" iron rod, with plastic cap marked "Capital Surveying
  Company", found for the point of compound curvature of a curve to
  the left;
         2)  With the said curve to the left having a central angle of
  38°48'54", a radius of 140.00 feet, a chord distance of 93.04 feet
  (chord bears N37°33'25"E), for an arc distance of 94.84 feet to a
  1/2" iron rod, with plastic cap marked "Capital Surveying Company",
  found for the point of tangency;
         3)  N18°08'59"E, 10.00 feet to a 1/2" iron rod, with a cap
  marked "Capital Surveying Co., Inc.", found for the point of
  curvature of a curve to the left;
         4)  With the said curve to the left having a central angle of
  50°39'22", a radius of 118.00 feet, a chord distance of 100.96 feet
  (chord bears N07°10'42"W), for an arc distance of 104.32 feet to a
  1/2" iron rod, with plastic cap marked "Capital Surveying Company",
  found for the common northeast corner of aforesaid Lot 1, Block "F"
  and the southeast corner of Lot 2, Block "F", for the point of
  compound curvature of a non-tangent curve to the left;
         5)  With the said non-tangent curve to the left having a
  central angle of 04°28'18", a radius of 1275.00 feet, a chord
  distance of 99.48 feet (chord bears N07°56'17"E), for an arc
  distance of 99.51 feet to the POINT OF BEGINNING, CONTAINING within
  these metes and bounds 1.435 acres of land area.
  The Bearings shown hereon are grid bearings base on the Texas State
  Plane Coordinate System, South Central Zone, NAD83 (Grid), derived
  by GPS observation.
  5.336 acres
         FIELDNOTE DESCRIPTION of a tract or parcel of land containing
  5.336 acres situated in the Freelove Woody Survey No. 23, Abstract
  No. 20, Hays County, Texas, being all of that 5.2 acre tract
  conveyed to Christella Alberado by deed recorded in Volume 302,
  Page 484 of the Deed Records of Hays County, Texas, the said 5.336
  acre tract is more particularly described by metes and bounds as
  follows:
         COMMENCING at a 5/8" iron rod, without cap, found for the
  northeast corner of that 5.04 acre tract conveyed to Educated
  Roofing Systems, Inc., by deed recorded in Document No. 17027808 of
  the Official Public Records of Hays County, Texas, same being an ell
  corner on the westerly line of that 65.3766 acre tract, described as
  Tract 1, conveyed to Driftwood DLC Investor I, LP, by deed recorded
  in Document No. 20031232 of the said Official Public Records, from
  which, a 1/2" iron rod, without cap, found on the northerly line of
  the aforesaid 5.04 acre tract, being an ell corner on the westerly
  line of the 65.3766 acre tract and the southeast corner of that 7.56
  acre tract conveyed to HD Ventures, LP by deed recorded in Volume
  2625, Page 278 of the said Official Public Records, bears
  S86°24'25"W, 91.89 feet;
         THENCE, N86°13'55"E, leaving the easterly line of the
  aforesaid 5.04 acre tract, across the said 65.3766 acre tract, for a
  distance of 49.97 feet to a 1/2" iron rod, without cap, found for
  the northwest corner and POINT OF BEGINNING of the herein described
  tract;
         THENCE, along the interior lines of the aforesaid 65.3766
  acre tract, with the perimeter of the said 5.2 acre tract, for the
  following six (6) courses:
         1)  N86°22'32"E, for a distance of 314.54 feet to a 1/2" iron
  rod, without cap, found for an angle point;
         2)  N87°39'46"E, for a distance of 436.49 feet to a 1/2" iron
  rod, without cap, found for the northeast corner of the aforesaid
  said 5.2 acre tract;
         3)  S05°36'14"W, for a distance of 310.15 feet to a 60d nail
  found in a fence corner post for the southeast corner of the
  aforesaid 5.2 acre tract;
         4)  S86°53'23"W, for a distance of 377.12 feet to a 1/2" iron
  rod, without cap, found for an angle point;
         5)  S87°09'18"W, for a distance of 372.19 feet to a 1/2" iron
  rod, without cap, found for the southwest corner of the aforesaid
  5.2 acre tract;
         THENCE, N05°15'47"E, for a distance of 311.23 feet to the
  POINT OF BEGINNING,  CONTAINING within these metes and bounds 5.336
  acres of land area.
  The bearings shown in this survey are grid bearings based on the
  Texas State Plane Coordinate System, NAD 83 (HARN) Datum, South
  Central Zone, derived by Global Positioning Systems surveys
  8.629 acres
         FIELDNOTE DESCRIPTION of a tract or parcel of land containing
  8.629 acres situated in the Freelove Woody Survey No. 23, Abstract
  No. 20, Hays County, Texas, being all of that certain 8.612 acre
  tract, lying east of State Highway FM 150, conveyed to Driftwood
  Golf Club Development, Inc. by deed recorded in Document
  No. 21064920 of the Official Public Records of Hays County, Texas;
  the herein described 8.629 acre tract is more particularly
  described by metes and bounds as follows:
         BEGINNING at a 1/2" iron rod, with plastic cap marked
  "Surveyor No, 1847", found for the northwest corner of the said
  8.612 acre tract, being the southwest corner of that 10.21 acre
  tract as conveyed to Family of Companies, LLC by deed recorded in
  Document No. 19031308 of the said Official Public Records, and a
  point on the east right-of-way line of State Highway FM 150 (80'
  right-of-way), same being the northwest corner of the herein
  described tract;
         THENCE, N89°24'45"E, leaving the east right-of-way line of
  said FM 150, with the common north line of the said 8.612 acre tract
  and the south line of the said 10.21 acre tract, passing at 429.69
  feet the calculated southwest corner of that certain 0.72 acre
  tract conveyed to Family of Companies, LLC by deed recorded in
  Document No. 19042097 of the said Official Public Records, and
  continuing with the common north line of the said 8.612 acre tract
  and south the line of the said 0.72 acre tract, for a total distance
  of 888.67 feet to a 1/2" iron rod, with plastic cap marked "Capital
  Surveying Company, Inc.", set for the common east corner of the
  aforesaid 8.612 acre tract and 0.72 acre tract, being on the
  westerly line of that certain 65.3766 acre (Tract I) conveyed to
  Driftwood DLC Investors I, LP by deed recorded in Document
  No. 20031232 of the said Official Public Records, and a point on
  that certain boundary line agreement recorded in Volume 3171, Page
  230 of the said Official Public Records, for the northeast corner of
  the herein described tract;
         THENCE, S06°16'50"E, leaving the south line of the said 0.72
  acre tract, with the common line between the said 8.612 acre tract
  and the said 65.3766 acre tract, same being along the said boundary
  line agreement, for a distance of 408.45 feet to a 1/2" iron rod,
  with plastic cap marked "Capital Surveying Company, Inc.", set for
  the southeast corner of the herein described tract;
         THENCE, S88°21'30"W, continuing with said common line between
  the said 8.612 acre tract and the said 65.3766 acre tract, passing
  at 55.66 feet a calculated point for a northeast corner of the
  remainder portion of that certain 47.5 acre tract (described as
  Tract III) conveyed to Masa Scott Roberts by deed recorded in Volume
  966, Page 677 of the Deed Records of Hays County, Texas, and
  continuing with the common south line of the said 8.612 acre tract
  and north line of the said remainder of 47.5 acre tract, same being
  along the said boundary line agreement, at a distance of 907.34 feet
  past a PK nail found in a fence corner post and continuing for a
  total distance of 907.67 feet to a calculated point on the east
  right-of-way line of aforesaid FM 150 for the southwest corner of
  the herein described tract;
         THENCE, leaving the north line of the said remainder of the
  47.5 acre tract, with the common west line of the said 8.612 acre
  tract and the east right-of-way line of FM 150, for the following
  two (2) courses:
         1)  N07°53'09"W, 73.93 feet to a TxDOT Type 1 concrete
  monument found for the point of curvature of a non-tangent curve to
  the right;
         2)  With said non-tangent curve to the right having central
  angle of 10°44'28", a radius of 1869.86 feet, a chord distance of
  350.02 feet (chord bears N02°35'39"W), for an arc distance of 350.54
  to the POINT OF BEGINNING, CONTAINING within these metes and bounds
  8.629 acres of land area.
  Bearing Basis is the Texas State Plane Coordinate System, NAD 83
  (HARN), South Central Zone, as derived by Global Positioning
  Systems surveys.
         SECTION 2.  (a)  The legislature validates and confirms all
  governmental acts, elections, and proceedings of the Driftwood
  Conservation District that were taken before the effective date of
  this Act.
         (b)  This section does not apply to any matter that on the
  effective date of this Act:
               (1)  is involved in litigation if the litigation
  ultimately results in the matter being held invalid by a final court
  judgment; or
               (2)  has been held invalid by a final court judgment.
         SECTION 3.  (a)  The legal notice of the intention to
  introduce this Act, setting forth the general substance of this
  Act, has been published as provided by law, and the notice and a
  copy of this Act have been furnished to all persons, agencies,
  officials, or entities to which they are required to be furnished
  under Section 59, Article XVI, Texas Constitution, and Chapter 313,
  Government Code.
         (b)  The governor, one of the required recipients, has
  submitted the notice and Act to the Texas Commission on
  Environmental Quality.
         (c)  The Texas Commission on Environmental Quality has filed
  its recommendations relating to this Act with the governor, the
  lieutenant governor, and the speaker of the house of
  representatives within the required time.
         (d)  All requirements of the constitution and laws of this
  state and the rules and procedures of the legislature with respect
  to the notice, introduction, and passage of this Act are fulfilled
  and accomplished.
         SECTION 4.  This Act takes effect immediately if it receives
  a vote of two-thirds of all the members elected to each house, as
  provided by Section 39, Article III, Texas Constitution.  If this
  Act does not receive the vote necessary for immediate effect, this
  Act takes effect September 1, 2025.
  ______________________________
  ______________________________
     President of the Senate
  Speaker of the House     
         I certify that H.B. No. 5672 was passed by the House on May
  10, 2025, by the following vote:  Yeas 82, Nays 46, 2 present, not
  voting.
  ______________________________
  Chief Clerk of the House   
         I certify that H.B. No. 5672 was passed by the Senate on May
  28, 2025, by the following vote:  Yeas 27, Nays 4.
  ______________________________
  Secretary of the Senate    
  APPROVED:  _____________________
                     Date          
            _____________________
                   Governor

Relating to the boundaries of, and validating certain acts and proceedings of, the Driftwood Conservation District.

Sponsors

Rep. Erin Zwiener (D) sponsors HB 5672, and 1 member has co-sponsored it.

Committees

HB 5672 went before 2 committees: Natural Resources and Local Government.

Natural Resources
Natural Resources
Referred to · Apr 14, 2025 · 183 Bills
Local Government
Local Government
Referred to · May 21, 2025

History

HB 5672 has taken 51 actions since Apr 14, 2025, the latest on Jun 20, 2025.

ChamberAction
Jun 20, 2025
—
Filed without the Governor's signature
Jun 20, 2025
—
Effective on 9/1/25
May 31, 2025
Senate
Signed in the Senate
May 31, 2025
—
Sent to the Governor
May 30, 2025
House
Reported enrolled

Votes

HB 5672 went to 3 roll calls across both chambers, the latest on May 28, 2025 at 31–0.

ChamberQuestion
Yea
Nay
May 28, 2025
Senate
Three day rule suspended
31
0
May 28, 2025
Senate
Read 3rd time
31
0
May 10, 2025
House
Read 3rd time RV#1985
128
0

Source: capitol.texas.gov · legiscan.com