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FIELD NOTES 142 of 00 PM
55.5014 ACRE TRACT
J.W. SCOTT SURVEY, A-49
COLLEGE STATION, BRAZOS COUNTY, TEXAS 0( 0- Z 1
Being all that certain tract or parcel of land lying and being situated in the J.W. SCOTT SURVEY,
Abstract No. 49, College Station, Brazos County, Texas and being a portion of the 192.64 acre tract
of land conveyed to College Main Apartments, Ltd., by CSL of Texas, Inc. by deed dated December
15, 1999 and recorded in Volume 3687, Page 258 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 at an 8" creosote post fence corner marking the north
corner of the beforementioned 192.64 acre tract, the occupied west corner of the Diane Peters, et al
46.19 acre tract described in Volume 223, Page 111, Brazos County Deed Record (B.C.D.R.) and
being in the southeast right-of-way line of Farm-to-Market Road No. 60 (based on a 120-foot width
as recorded in Volume 405, Page 623 [B.C.D.R.]);
THENCE: along an old wire fence marking the common occupied line between the said 192.64 acre
tract and the 46.19 acre tract for the following four (4) calls:
1) S 55'43'00" E for a distance of 119.53 feet to a 32-Inch Post Oak Tree marking an angle
point in the said fence line,
2) S 48° 12'45" E for a distance of 162.98 feet to a 32-Inch Post Oak Tree marking an angle
point in the said fence line,
3) S 45'21'54" E for a distance of 128.28 feet to a 26-inch Post Oak Tree marking an angle
point in the said fence line and
4) S 46° 35' 11" E for a distance of 986.09 feet to a set 1/2-inch iron rod for the most
easterly corner of this 55.5014 acre tract, from whence a found 1/2-inch iron rod marking
the south corner of the said 46.19 acre tract bears S 46° 35' 11" E at a distance of 283.31
feet for reference;
THENCE: S 42° 10' 12" W into the interior of the said 192.64 acre tract for a distance of 1762.53
feet to a set 1/2-inch iron rod for corner;
THENCE: 373.73 feet in a clockwise direction along the arc of a curve having a central angle of
07° 16'35", a radius of 2940.00 feet, a tangent of 186.94 feet and a long chord bearing N 44° 13'23"
W at a distance of 373.12 feet to a 1/2-inch iron rod set for the Point of Tangency;
THENCE: N 40° 35'05" W for a distance of 135.53 feet to a set 1/2-inch iron rod for the Point of
Curvature of a curve to the left;
THENCE: 386.95 feet along the arc of said curve having a central angle of 07° 14' 43" , a radius of
3060.00 feet, a tangent of 193.73 feet and a long chord bearing N 44° 12'27" W at a distance of
386.69 feet to a set 1/2-inch iron rod for the Point of Tangency;
THENCE: N 47° 49'48" W for a distance of 502.65 feet to a set 1/2-inch iron rod for the most
westerly corner ofthis tract and being in the beforementioned southeast right-of-way line of Farm-to-
Market Road No. 60, from whence a found 1/2-inch iron rod marking the most westerly corner of
the said 192.64 acre tract bears S 42° 10' 12" W at a distance of 382.43 feet for reference;
THENCE: N 42° 10'12" E along said right-of-way line, at 627.30 feet pass a found concrete right-of-
way marker for reference, at 1526.45 feet pass a found concrete right-of-way marker for reference,
continue for a total distance of 1706.96 feet to the POINT OF BEGINNING and containing 55.5014
acres of land, more or less.
DEC-05-2002 THU 04;57 PM C,S. PUBLIC WORKS FAX NO. 9797643489 P. 01
American Plaza (Hotel / Conference Center) Site Plan
Design Review Comments
Streets 1/2 shall be redesigned to major collector standards with 54 feet of
pavement (16' + 11' + median + 11' + 161);
Streets 1/2 medians shall be no more than 20 feet in width, but no less than 4
feet in width.
Driveway spacing for Dri1- e shall be 185 feet in both directions;
Driveway throat depth at Drive 1 shall be 25 feet;
Spacing between Drives 314 and Drives 5/6 shall be increased to improve left-
turn storage capacity;
Street 1 medians shall have 1416 foot left-turn lanes at Drives 2/7 (both
directions), brives 316316 (both directions), and Drives 4/5 (both directions);
Street 2 medians shall have 14-16 foot left-turn lanes at Drives 8/11 (both
directions). A left turn lane is not necessary on Street 2 at Drives 9/10;
Add 14-16 foot wide northbound left-turn lane on Street 2 at the intersection with
r'M 60. This left-tum lane shall have at least 100 feet of storage. No westbound
left-turn lane is required on Street 1 at the intersection with Copperfield Drive-,
Remove Drive 13 or realign it with Copperfield Drive median opening; and
Sidewalks on Streets 112.
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