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