Bill Text: TX SB2183 | 2021-2022 | 87th Legislature | Enrolled
Bill Title: Relating to the boundaries of, and validating certain acts and proceedings of, the Driftwood Conservation District.
Spectrum: Bipartisan Bill
Status: (Passed) 2021-06-07 - Effective immediately [SB2183 Detail]
Download: Texas-2021-SB2183-Enrolled.html
S.B. No. 2183 |
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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 [ |
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includes all the territory contained in the following area: | ||
Tract I | ||
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). | ||
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, 2021. | ||
______________________________ | ______________________________ | |
President of the Senate | Speaker of the House | |
I hereby certify that S.B. No. 2183 passed the Senate on | ||
April 29, 2021, by the following vote: Yeas 31, Nays 0. | ||
______________________________ | ||
Secretary of the Senate | ||
I hereby certify that S.B. No. 2183 passed the House on | ||
May 23, 2021, by the following vote: Yeas 111, Nays 34, two | ||
present not voting. | ||
______________________________ | ||
Chief Clerk of the House | ||
Approved: | ||
______________________________ | ||
Date | ||
______________________________ | ||
Governor |