89R10557 JBD-F     By: Zwiener H.B. No. 5672       A BILL TO BE ENTITLED   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.