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FIELD NOTES
OF
EMERALD FOREST PHASE ONE
COLLEGE STATION, MORGAN RECTOR LEAGUE
ABSTRACT 46
BRAZOS COUNTY, TEXAS
Field notes of Emerald Forest Phase One, an addition to the City of College
Station, Brazos County, Texas said Emerald Forest Phase One also being a portion
of a 300.00 acre tract conveyed to Allen Swoboda by Land Part I by dee.d recorded in
Volume 389, Page 407 of the Deed Records of Bra'zas County, Texas, and being more
particularly described by metes and bounds as follows:
COMMENCING at an iron rod lying on the northeast rigbt~of-way line of State
Highway No. 6 East By-pass, said iron rod also marking the southcorner of. the
A&~1 Church of Christ tract described in Volume 310 ~ Page 429, of the Deed Records
of Brazos County, Texas;
THENCE S 01051'31u E along the northeast line of State Highway No.6 East
By-pass for a distance of 782.97 feet to a.n iron rod marking THE PLACE OF BEGINNING,
said iron rod also marking the beginning of a curve concave to the northeast;
THENCE along the arc of said curve for a distance of '39.27 feet to an iron
rod lying on the north right-of~way line of Emerald Parkway, (Curve Data:
Central Anele == 90000'0011, radius = 25.00 feet, tangellt ... 25.00 feet, the chord
bears S 46 57'31" E for a _distance of 35.36 feet);
THENCE :N 88~08' 29" E along the abovesaid,' north rigl1t-of-way line for a~
distance of 75.00 feet to an iron rod for the beginning~ of a. curve concave to
the north;
THENCE along the arc of said curve and the aforesaid north rigl1t-of-way line
of Emerald Parkway for a distance of 191.2-4 feet to an iron rod for the end of said
curve" (Curve Data: Central Angle == 14038'29", ra.ditLS := 748.39 feet, tangent ==
96.. -feet, the chord bears N 80049'1.5" E for of 190..72 feet);
N 73030'00" E
ine for a distance
the south;
eet to an i.ro'n
along
for a dis
Data: Centr
'0
bears N 81
the. n.orLn
.-.way line of Emeral()
the end of said curve~
tangent l04~35 feet,
TI-IENCE S 89059 f OOn along the abovesaid rlortb.
of 222~09 feet to an iron rod for corner;
sht-of-way line for a distance
TI-IENCE N 070 5' 5 n .~v for a
of 594
to an iron rod or corner;
THENCE N 32o'4.L,
a
of 170
ee to an iron
or corn~?'J'::
THENCE t~J, 13056 v 44" E f
a distance of 244.45 feet to an iron
.E or corI
~A:ge a
.....,
THENCE N 45029'21" E for a distance of 273.45 feet to an iron rod for corner;
THENCE N 07051' 16" ~\f for a distance of 45.03 feet to an iron rod for corner;
THENCE N 86,038'05" E for a distance of 93.71 feet to an iron, rod for corner;
THENCE N 40042' 46" ~.J for a distance of 86.32 feet to an iron 'r()d for
corner;
TliEi'!CE N 52038
THENCE S 8403(:~1'
a distance of 79.96
ror corner;
a
of 111.,.15
iron rOG for corner;
THENCE S 39052
THENCE N 32037'
a
:,i,:~Ilce of 98.52.
lron rod for corner;
for a distance of 80.16
to an iron rod for corner;
THENCE N 61018'08" E for a distance of 65.23 feet to an iron rod for corner;
THNECE S 84053'09" E for a distance of 47.63 feet to an iron rod for corner;
THENCE S 21047'10~f E for a distance of 269.05 feet to an iron rod for corner;
THENCE S 09012'50" W for a distance of 545.00 feet to an iron rod for
corner;
(
THENCE S 68057'50" 1V for a. distance of 243.00 feet to an iron rod for corner;
THENCE S 05012'50" W for a distance of 204,,00 feet to an iron rod for corner;
THENCE S 17017'10" E for a distance of 232.49 feet to an iron rod for corner,
said iron rod also lying on a curve conca.ve to the north;
THENCE along thearc'of the aforesaid curve for a distance 6f 31.03 feet to an
iron rod for corner, (Curve Data: Cen,tra.1Angle == 01011'36", Radius:::: 1490..00 feet,
Tangent;:: 15.52 feet, the chord bears S 70018'26" 1;J for a distance of 31.03 feet),
THENCE S 26017'10" E for a distance of 131.16 feet to an iron rod for corner;
THENCE S 48012'50" W for a distance of 320.00 feet to an iron rod for corner;
THENCE N 47047'10" W for a distance of 415.00 feet to an iron rod for corner;
THENCE N 89oS9'OO"W for a distance of 325.92 feet to an iron rod for corner;
THENCE S 73030' 00" W for a distance of 285.00 feet to an i.ron rod for corner;
THENCE S 88008'29~t W for a distance of 200.00 feet to an iron rod for corner,
said iron rod also lying on the northeast right-of-way line of State Highway No.. 6
East By-pass.,
THENCE N 01051'31" VI with the a.foresaid right-af-way line for a distance of
55.00 feet to the PLACE OF BEGINNING.
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Prepared
:4.. .. I "
BY:~ e~T
rry ishop
Registered Professional
Engineer No. 37426
December, 1978