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202.12 Acre Tract
Proposed Annexation
college Station Business Park
S.W.Robertson Survey
Brazos County, Te,xas
6 October 1986
All that certain tract or parcel of land lying and being situated
in the S.W. Robertson Survey in. Brazos County, Texas, being a
part of that 956.1 acre tract conveyed to W,.D. Fitch by J .A.C.
Developers, Inc. by deed dat,ed 13 July 1984 and recorded in
Volume 703, Page 80f the Official Records of Brazos County,
Texas, and being rnoreparticularly described as follows:
Beginning at the intersection of the southeast line of the said
W.D. Fitch 956.1 acre tract and the proposed n.ortheast right-of-
way line of State Highway ,No. 6, N 490 48',46" E - 129.43 feet
, from an iron rod found in the present right-of-way line of State
Highway No. 6 at the southwest corner of th,e said W.D. Fitch
tract.
Thence along the proposed northeast, right-of-way line of State
Highway No. 6 as follows:
N 400 10' 24" W - 720.85 feet:
N 450 53' 03" W - 201.00 feet:
N 400 10' 24" W - 1554.45 feet:
N 330 10' 32" W - 148.81 feet:
N 390 35' 36" W - 320.75 feet:
N 490 24' 06" W - 328.08 feet to the present City Limits line:
Thence through the said W.D. Fitch tract following the present
city Limits line as follows: '
N 4 0 21' 18 II W - 68.47 fee t:
Along the arc of a curve to the right (R=950') through a central
angle of 200 30' 00", the chord of which bears N 500 531 43" E -
338.09 feet to the P..T. of said curve:
N 61008' 43" E - 205.82 feet to the P.C. of a curve to the lef,t
(R=lOSO'):
Along the arc of said curve through a central ang le of 450 28'
59", the chord of which bears N 380 24' 13" E - 811.81 feet to
the P.T. of said curve:
N 150 39' 44" E - 653.73 feet to the P.C. of a curve to the right
(R=950' ):
Along the arc of said curve through a central ang le of 120 00'
00", the chord of which bears N 210 39' 44" E - 198,160 feet to
the P.T. of said curve: -
N 270 39'44" E - 100.60 feet:
N 700 36' 42" E - 70.71 feet:
Along the arc of a curve to the left (R=2050') through a central
angle of 00 42' 39", the chord of which bears S 650 26' 19" E -
25.43 feet to thep.T. of said curve:
S 650 47' 38" E - 467.04 feet:
Thence continuing through the said W.D. Fitch tract as follows:
S 430 57' 04" E - 2487.51 feet to an angle pointi
S 360 55' 39" E - 985.64 feet to the most easterly corner of this
tract:
S 490 48' 46" W - 2520.57 feet, at 830.98 feet pass an inside
corner of the said W.D. Fi tch tract and continue along the
southeast line of the said W.D. Fitch tract, to the Point of
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