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FIELD NOTES
OF A
39.70 ACRE TRACT
THOMAS CARUTHERS SURVEY
ABSTRACT 9
COLLEGE STATION, BRAZOS COUNTY, TEXAS
PROPOSED P.U.D. ZONE - WOODCREEK
Field notes of a 39.70 acre tract or parcel of land, lying and being
situated in the Thomas Caruthers Survey, Abstract 9, Brazos County, Texas
and being a portion of the following tracts:
(1) A 79.00 acre tract conveyed to Cornerstone Investment Group by
Raintree Development Joint Venture by deed recorded in Volume
469 page 697 of the Deed Records of Brazos County, Texas;
(2) A 26.07 acre tract conveyed to Cornerstone Investment Group
by East Bypass Development Group by deed recorded in Volume
491, page 229 of the Deed Records of Brazos County, Texas;
(3) An 88.43 acre tract conveyed to Cornerstone Investment Group
by Edward Uvacek, Jr. et ux by deed recorded in Volume 469,
page 426 of the Deed Records of Brazos County, Texas;
Said 39.70 acre tract being more particularly described by metes and
bounds as follows:
BEGINNING at th~ South corner of the aforementioned 26.07 acre tract
same lying on the Northeast line of the aforementioned 73.43 acre tract;
THENCE S 440 21' 22" E along the Northeast line of said 73.43 acre
tract for a distance of 352.26 feet to the East corner of said 73.43 acre
tract;
THENCE
tract for a
THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
S 330 41' 57" W along the southeast line of said 73.43 acre
distance of 324.25 feet to a point for corner;
N 840 07' 03" W for a distance of 304.22 feet to an iron rod
N 050 52' 57" E for a distance of 85.00 feet to an iron rod
N 840 07' 03" W for a distance of 294.28 feet to an iron rod
S 710 42' 27" W for a distance of 230.83 feet to an iron rod
S 270 06' 40" W for a distance of 134.65 feet to an iroh rod
N 410 44' 35"W for a distance of 282.83 feet to an iron rod
N 360 55' 53" W for a distance of 149.62 feet to an iron rod
7;)-)09
THENCE N 310
rod for corner;
THENCE N 250
rod for corner;
THENCE N 410
rod for corner;
'THENCE N 440
rod for corner;
THENCE N 130
rod for corner;
THENCE N 800 25' 11" E for a distance of 408.78 feet to a Doint
on a curve concave to the northwest, same being on the center1in~ of
a proposed street right-of-way ;
THENCE Northeasterly along said curve for an arc distance of
952.02 feet to a point for corner; (Curve Data: Central ang1e= 280
24' 65", Radius= 1920.00 feet. Tangent= 486.01 feet, the chord bears
N 66 12' 54" E for a distance of 942.30 feet);
THENCE S 100 00' 00" W for a distance of 323.42 feet to a point
PROPOSED P.U.D. ZONE - PAGE 2
44' 16" W for a distance of 162.74 feet to an iron
21' 25" W for a distance of 108.12 feet to an iron
37' 56" W for a distance of 75.26 feet to an iron
44' 37" E for a distance of 433.00 feet to an iron
48' 26" W for a distance of 459.35 feet to an lron
for corner;
THENCE S 080 30' 00" E for a distance of 389.00 feet to a point
for corner;
THENCE S SO 00' 00" W for a distance of 382.00 feet to a point
for corner;
THENCE S 440 07' 30" W for a distance of 240.80 feet to the PLACE
OF BEGINNING and containing 39.70 acres of land, more or less.
Prepared By:
rr Bishop
egistered Public
Surveyor No. 2557
DEC., 1981
5?:J-Mq
~
FIELD NOTES
OF A
39.70 ACRE TRACT
THOMAS CARUTHERS SURVEY
ABSTRACT 9
COLLEGE STATION, BRAZOS COUNTY, TEXAS
PROPOSED P.U.D. ZONE - WOODCREEK
Field notes of a 39.70 acre tract or parcel of land, lying and being
situated in the Thomas Caruthers Survey, Abstract 9, Brazos County, Texas
and being a portion of the following tracts:
(1) A 79.00 acre tract conveyed to Cornerstone Investment Group by
Raintree Development Joint Venture by deed recorded in Volume
469 page 697 of the Deed Records of Brazos County, Texas;
(2) A 26.07 acre tract conveyed to Cornerstone Investment Group
by East Bypass Development Group by deed recorded in Volume
491, page 229 of the Deed Records of Brazos County, Texas;
(3) An 88.43 acre tract conveyed to Cornerstone Investment Group
by Edward Uvacek, Jr. et ux by deed recorded in Volume 469,
page 426 of the Deed Records of Brazos County, Texas;
Said 39.70 acre tract being more particularly described by metes and
bounds as follows:
BEGINNING at th~ South corner of the aforementioned 26.07 acre tract
same lying on the Northeast line of the aforementioned 73.43 acre tract;
THENCE S 440 21' 22" E along the Northeast line of said 73.43 acre
tract for a distance of 352.26 feet to the East corner of said 73.43 acre
tract;
THENCE
tract for a
THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
. THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
S 330 41' 57" W along the southeast line of said 73.43 acre
distance of 324.25 feet to a point for corner;
N 840 07' 03" W for a distance of 304.22 feet to an iron rod
N 050 52' 57" E for a distance of 85.00 feet to an iron rod
N 840 07' 03" W for a distance of 294.28 feet to an iron rod
S 710 42' 27" W for a distance of 230.83 feet to an iron rod
S 270 06' 40" W for a distance of 134.65 feet to an iroh rod
N 410 44' 35"W for a distance of 282.83 feet to an iron rod
N 360 55' 53" W for a distance of 149.62 feet to an iron rod
9:1-Jllq
,
THENCE N 310
rod for corner;
THENCE N 250
rod for corner;
THENCE N 410
rod for corner;
'THENCE N 440
rod for corner;
THENCE N 130
rod for corner;
THENCE N 800 25' 11" E for a distance of 408.78 feet to a Doint
on a curve concave to the northwest, same being on the center1in~ of
a proposed street right-of-way ;
THENCE Northeasterly along said curve for an arc distance of
952.02 feet to a point for corner; (Curve Data: Central angle= 280
24' 65", Radius= 1920.00 feet. Tangent= 486.01 feet, the chord bears
N 66 12' 54" E for a distance of 942.30 feet);
THENCE S 100 00' 00" W for a distance of 323.42 feet to a point
PROPOSED P.U.D. ZONE - PAGE 2
44' 16" W for a distance of 162.74 feet to an iron
21' 25" W for a distance of 108.12 feet to an iron
37' 56" W for a distance of 75.26 feet to an iron
44' 37" E for a distance of 433.00 feet to an lron
48' 26" W for a distance of 459.35 feet to an iron
for corner;
THENCE S 080 30' 00" E for a distance of 389.00 feet to a point
for corner;
THENCE S 50 00' 00" W for a distance of 382.00 feet to a point
for corner;
THENCE S 440 07' 30" W for a distance of 240.80 feet to the PLACE
OF BEGINNING and containing 39.70 acres of land, more or less.
Prepared By:
rr Bishop
egistered Public
Surveyor No. 2557
DEe., 1981
0'1_1/\0
,-
FIELD NOTES
OF A
39.70 ACRE TRACT
THOMAS CARUTHERS SURVEY
ABSTRACT 9
COLLEGE STATION, BRAZOS COUNTY, TEXAS
PROPOSED P.U.D. ZONE - WOODCREEK
Field notes of a 39.70 acre tract or parcel of land, lying and being
situated in the Thomas Caruthers Survey, Abstract 9, Brazos County, Texas
and being a portion of the following tracts:
(1) A 79.00 acre tract conveyed to Cornerstone Investment Group by
Raintree Development Joint Venture by deed recorded in Volume
469 page 697 of the Deed Records of Brazos County, Texas;
(2) A 26.07 acre tract conveyed to Cornerstone Investment Group
by East Bypass Development Group by deed recorded in Volume
491, page 229 of the Deed Records of Brazos County, Texas;
(3) An 88.43 acre tract conveyed to Cornerstone Investment Group
by Edward Uvacek, Jr. et ux by deed recorded in Volume 469,
page 426 of the Deed Records of Brazos County, Texas;
Said 39.70 acre tract being more particularly described by metes and
bounds as follows:
BEGINNING at th~ South corner of the aforementioned 26.07 acre tract
same lying on the Northeast line of the aforementioned 73.43 acre tract;
THENCE S 440 21' 22" E along the Northeast line of said 73.43 acre
tract for a distance of 352.26 feet to the East corner of said 73.43 acre
tract;
THENCE
tract for a
THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
. THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
THENCE
for corner;
S 330 41' 57" W along the southeast line of said 73.43 acre
distance of 324.25 feet to a point for corner;
N 840 07' 03" W for a distance of 304.22 feet to an iron rod
N 050 52' 57" E for a distance of 85.00 feet to an iron rod
N 840 07' 03" W for a distance of 294.28 feet to an iron rod
S 710 42' 27" W for a distance of 230.83 feet to an iron rod
S 270 06' 40" W for a distance of 134.65 feet to an iroh rod
N 410 44' 35"W for a distance of 282.83 feet to an iron rod
N 360 55' 53" W for a distance of 149.62 feet to an iron rod
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