HomeMy WebLinkAboutMetes and BoundsGF #25931
PROPERTY DESCRIPTION:
SUBSEQUENT TO CERTIFICATE
Being all that certain tract or parcel of land, lying and being situated in the Robert
Stevenson Survey, Abstract No. 54, College Station, Brazos County, Texas, and being part
of the 41.16 acre tract conveyed to BCS Development Company by Wayne A. Dunlap, et al
by deed recorded in Volume 6231, Page 66, of the Official Records of Brazos County,
Texas (O.R.B.C.) and being more particularly described by metes and bounds as follows:
BEGINNING at a found 1/2 -inch iron rod marking the southeast corner of the said 41.16
acre tract, the southwest corner of the called 217.5 acre Gary Seaback tract described in
Volume 2597, Page 186 (O.R.B.C.) and said iron rod also being in the north right -of -way
line of State Highway No. 40;
THENCE along the northerly line of said State Highway No. 40 for the following five (5)
calls:
1. S 85° 21' 18" W for a distance of 145.15 feet to a found concrete monument with
a brass disc for corner,
2. S 88° 07' 05" W for a distance of 517.45 feet to a found concrete monument with
a brass disc for corner,
3. N 87° 53' 03" W for a distance of 240.64 feet to a found concrete monument
with a brass disc for corner,
4. N 79° 00' 36" W for a distance of 478. 52 feet to a found concrete monument
with a brass disc for corner and
5. N 68° 44' 20" W for a distance of 233.26 feet to a found 1/2 -inch iron rod
marking the south corner of SONOMA, PHASE 2 Subdivision as recorded in
Volume 8502, Page 285 (O.R.B.C.);
THENCE: along the southeast line of said SONOMA, PHASE 2 Subdivision for the
following seventeen (17) calls:
1. N 21° 15' 40" E for a distance of 100.02 feet to a found 3/4 -inch iron pipe for the
Point of Curvature of a curve to the right,
2. 39.27 feet along the arc of said curve having a central angle of 90° 00' 00 ", a
radius of 25.00 feet, a tangent of 25.00 feet and a long chord bearing N 66° 15'
40" E at a distance of 35.36 feet to a found 3/4 -inch iron pipe for corner,
3. N 21° 15' 40" E for a distance of 50.00 feet to a found 1/2 -inch iron rod for
corner,
4. N 68° 44' 20" W for a distance of 68.16 feet to a found 1/2 -inch iron rod for
corner,
5. N 21° 15' 40" E for a distance of 210.00 feet to a found 1/2 -inch iron rod for
corner,
6. S 68° 44' 20" E for a distance of 77.87 feet to a found 1/2 -inch iron rod for
corner,
7. N 17° 17' 51" W for a distance of 104.19 feet to a found 3/4 -inch iron pipe for the
Point of Curvature of a curve to the left,
8. 64.73 feet along the arc of said curve having a central angle of 24° 43' 27 ", a
radius of 150.01 feet, a tangent of 32.88 feet and a long chord bearing N 29° 39'
39" W at a distance of 64.23 feet to a found 3/4 -inch iron pipe for the Point of
Compound Curvature,
9. 8.38 feet along the arc of said compound curve having a central angle of 19° 12'
06 ", a radius of 25.00 feet, a tangent of 4.23 feet and a long chord bearing N 51°
37' 30" W at a distance of 8.34 feet for corner,
10. N 28° 46' 30" E for a distance of 52.68 feet to a found 3/4 -inch iron pipe for
corner,
11. 11.37.25 feet in a clockwise direction along the arc of a curve having a central
angle of 85° 22' 55 ", a radius of 25.00 feet, a tangent of 23.06 feet and a long
chord bearing N 06° 33' 52" W at a distance of 33.90 feet to a found 3/4 -inch
iron pipe for the Point of Compound Curvature,
12. 53.11 feet along the arc of said compound curve having a central angle of 6° 24'
23 ", a radius of 475.00 feet, a tangent of 26.58 feet and a long chord bearing N
39° 19' 47" E at a distance of 53.08 feet to a found 3/4 -inch iron pipe for the
Point of Tangency,
13. N 42° 31' 59" E for a distance of 144.58 feet to a found 3/4 -inch iron pipe for the
Point of Curvature of a curve to the right,
14. 38.03 feet along the arc of said curve having a central angle of 87° 09' 56 ", a
radius of 25.00 feet, a tangent of 23.79 feet and a long chord bearing N 86° 06'
58" E at a distance of 34.47 feet to a found 3/4 -inch iron pipe for corner,
15. N 39° 31' 24" E for a distance of 50.00 feet for corner,
16. 14.78 feet in a counter - clockwise direction along the arc of a curve having a
central angle of 1° 46' 56 ", a radius of 475.00 feet, a tangent of 7.39 feet and a
long chord bearing N 51° 22' 04" W at a distance of 14.77 feet for corner and
17. N 39° 03' 22" E for a distance of 153.86 feet to a found 1/2 -inch iron rod marking
the north corner of said SONOMA, PHASE 2, said iron rod also being in the
northeast line of the said 41.16 acre tract and the southwest line of the 64.28
acre College Station Independent School District tract as recorded in Volume
3604, Page 243 (O.R.B.C.);
THENCE S 48° 07' 48" E along the northeast line of said 41.16 acre tract for a distance of
1587.71 feet to the POINT OF BEGINNING and containing 20.762 acres of land, more or
less.
Note: The Company is prohibited from insuring the area or quantity of the land described
herein. Any statement in the above legal description of the area of land is not a
representation that such area or quantity is correct, but is made only for informational
and /or identification purposes and does not override Item No. 2 of Schedule B.
RECORD TITLE APPEARS TO BE VESTED IN:
BCS Development Company