HomeMy WebLinkAboutField Notes
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T II 0 ~1 A seA RUT 11 E R S S lJ l{ V E \'
ABSTRACT 9
ROBERT STEVENSON SURVEY
ABSTRACT 54
HORGAN RECTORI..E^G\JI~
ABSTRACT L.6
C 01.. LEGE S TAT 1 0 N t BRA ZO S C OlJ NT Y. T r: X AS
Field notes ofa 170.20 acre tract or paretOl of land , lying and
being si.tucJtcd in the Thomas CaruthcrsS\lrvey t ^hst ruct9, t~o-l)ert
S t c ve n son Sur v e y. .A h ~ tr [, c t 5 4 b Nor g a n j{ l' c.l (.) r 1. (' ;) r. \J e ',\ h ~) 1 r ii c t I. 6 ,
Brazos County. Tcxasand.heing a portioll of the following tracts;
(1) A 79.00 acre trclctc.onvcyed to C(.)rn(~r~jtonc Investment
Group by Raintree DlavclopmcntJoint Venture by d.(:~d r(!curdcd in Volume
it 6 9 p age 6 9 7. 0 f the U ee dRce 0 r d S 0 f B rn z () ~ COli n t Y t T c X :l S ;
(2) A 26.07 Clcre tract convcyedlo C()rncr~l(lnC Invt!stmt.~nt Group
by East Bypass Development Group by Deed Hecordl'd in Volume 491 page
229 of the Deed R~cords of Brazos County, Texn$;
( 3 ) An 8 8 . 4 3 acre t rn c tc 0 nv eye d t () Cur 11 (, r s l 0 n e I 11 V ~~; t iii C n l {; r 0 u p
by Edward Uvacek. Jr.etux bydcedrecord(.~din 'Volume .'.6VpClge '.26 of
t he Dee d R e cor ds 0 f Bra z 0 S Co un t y J T e x ~l ~ ;
S aid 1 7 0 . 20 iJ ere t rn c t .b e i n g more Vii r l i c u 1 it r 1 y d L' :t c rib t~ d h ymc t e s
and bounds asfollo\Js;
BEGINNING att he wes tcor ne r 0 f t h (' a for l' SH i d 8 H . I.) a ere l r act ,
same .l-y-irti~-;n--thc Northeast right-oC-wilY 1 fne of Stnt(~ Highway 6;
THE:\CE S 290 26'56" Ealong the NorthcClUl right-of-WHY lin~ of
S tat c -lli-g-l1 way 6 for a d i st an c c of 322. 91 fe c t tot la l' l~ L/\~. 1:;_0 09_~__.1~. E_q..!_l~_l'DN ~
:r H J:: N_ C E N 5 0 0 3 3' 0 5 " E fora dl s t i1 n ct' 0 f 2:1 4 . 00 f~' ,! t lot h c h e gin n i .IH~ 1
of a curve to the right}
THENCE Northeasterly along said curve to 'lht~ right for l1n ure
dista-;;e~ 167.55 fcet.to the, ~nd of said curvp (Curve Hilla: Central
o
An g 1 e =. 10 00 I 00" t R a diu s :& 960 . 00 f ("' c t t "I" Oil n g (' n l ::: 8 3 . Y 9 fee t t l h c
c h 0 r d b ear s N S 5 0 3 3' 0 6" E for. C1 d i s tn n c ('of 1 6 7 . 3 '. f (.' ..~ t ) ;
I!.I E ~~_C E N 6 0 0 3 3' 0 5" E for a ci1 s 1 il n (.; l' () f :3 1 8 .0 0 f f' t' t tot h e beg inn 1 n g : .
of a cur v e . to the 1 eft ; I
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T Ii E l'C E Nor t h ca s t e rl y a 10 n g .s aid (' U I" V (' t 0.. t.1a l? 1 e f l fo r n n il r c' d i S 1: <<I nee!
of 21~:-fj0eet to the endof,saidcurvc. (Curve 1l.11il: Central Angle =160 i
00' 00".. Radius = 765.00 feet. Tangent = 101.51 fl~et. the. chord bl!ars N I
52.0 "33' OS"E fora distance\:.of 212.94 ft'l\[); . . ,
TilE N C E N 450 2 5' 3 3" E for. a d is l 11 II C' C () f 1 27. 5 8 f l' ct loa 11 i r 0 n -'r od !
--_.- \
for corner,; 1
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!.HENCE N 45026' 56" W Cor a disl<IIl("C of 111.06 feet to the bcginnin'~:
of a curve to the right ; )
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EXHIBI'r" ,A II
GENE RA LWARRAN'rYD I.::E D
CORNERSTONE INVESTMENT GROUP
'1'0
WOOD Cl~EEK JOIN'!, VEN'!'UHE
pag c 1 of 4
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ABSTRACT 5
ROBERT STEVENSON SllJt\'EY
ABSTRACT 54
'~tORGANRECTOR. LEA(;IIE
ABSTRACT 46
C OL 1.. E G EST A T 1 0 N. DR 1\ Z 0 S C () II N T Y. T E X ^ S
(CONTINUED)
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!:~! ~ NeE Nor t h west er 1 y a 1 0 n g S lJ 1 d (" U I vet 0 l her i g h t for B~ n arc
d ita n ceo f 16 7 . 55 . r e e t to the c'n QU f ~;l Id Cll r v c . (Curve D n t n : Central
^. n le..::IC 1 6 0 0 0 .. 0 0.". . R a d 1 u s - 6 0 0 . 0 0 . ft. t.' l. '" Cl 11 g e n t . ;c B It . 3 2 f c ~~ t', t 1, e
o .. .'
c h r d bears ~ 3 7 2 6' 5 6'" W r or a d is tall etA of 1 67 . 0 1 fee t ) ;
T II E.~~ C E N 2 9.0 2 6'.' 5611 W for a d 1 5.. t ,lll C e () f 203. 1 '-. fee t t 0 an 1 r 0 n
- -------
rod for corner;
a
:~'_~l~~C ~ N L. 4 . 4 7' 1 1 II Ea Ion g an 01 at f ,ell eel t n (A f () r a d 1 s t 11 n C e of
1 6 2 3 .4 6 .. . fee tt a a corner stone f or cor II (' r ;
I.!.!E_~~ ~ N 1.50 1 7' 03" \.J for ;1 d j s t ~." l" .<.: (J f I. 2 2. 1 0 f t: c' t l 0 il n 1 r 0 n
r ad for.... ..c.o r n.e r.;
T H EN C E N4 40 'j 6' 1 7 II E f or a d i :: I .. II ,'t. 1 ) f !. '. I. . H /. ft. t: t t 0 a n 1 r 0 n
-- .'.- - .--
r 00 f or .c 0 r n c r ;
T Ii ENe !~ S 4 4 0 ') 8 lOB " E f () r a d i .~~ t ;. 11 t' (. o!' I.:~ 7 . i.] r f' (~ t t 0 a 11 i r 0 n
.-.--..-'- -
r od fo reo r 11C r ;
THENCE N '.1.0 56' 17" E fU1' :l di~.I"IJ('''. of 'J9B.<f/, fl."l to all iron
for c ~ r-n ~T~;'
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rod
T B E !J C E S.. i. 50 . 0 0 ·
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forcurner;
T BEN C E S 4 i. 0 1 6'
-.....-- _..'._"
for corner;
THENCE S i.40 0 7 I
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fur corner;
3 0" W for a d i s t Hit ~ C 0 f 5 0 0 . B 0 f (- e t t 0 an l' r on
1 i. II E for ;1 d 1 S I &, 11 I' t. () f 2 ~ 5 (, . .I. 1 t (. ell 0 ani r 0 n
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it 7 I' W' for a d j slit II ceo f 1 I. ] () . I. U f t.! (~t l () a n 1 r 0 n
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rod
rod
T lIE NeE S 440 2 l' 2 2 II E for a d 1st ant. e of 3 5 2 . 2 (,. feet t 0 ani r on
rod f~~--c~rncr; \
'nl ENe E S 3 3 0 4 1 · · 5 1 "w fora. d 1 s t ;111 C (' n f S 8 2 . 2 S f (! e t to a pol n t 1 n i
lite c ~ -n' t. (;r- 0 f a co u n t: y road. commonly k It () W n as Hock I' r n 1 r Ie R~r> ad; I
. .0 'I'.
:!~.!_I_~_~_C>E N 8 4. 0 l' 20".W illo n l~ the (' (' n t e r 1 1 nc 0 C,.. It u c k .p. r a ir i e Road
t
for n dist.3nce of 373.41 feet to 3 point for corner; i
.
~n.l. E.N C_1i N 120 38' 08" W for a d 1 s l :Ill (' e 0 f 329. 63 fee t to an 1 r 0 n I
rod f or c or n e r; r
T !J E NC E 57 1 0 I. 2' 2 7 II W for u d i 5 t h It ce 0 f 2 3 0 . H 3 f (. ~ t to an i ro n rod I
1
for
curncr;
THENCE S2OJ()06'40"W [(If ndlst;luC"e 'of 13/..6r) f(.(~t to an iron rod
fur c (Ir 11 (. r ;
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EXUIBI'!' .. AU
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GENERAL WARRANTY DEED
CORNEI~s'rONE INVES'l'MEN'l' GHOUP
.1'0
WOOD CREEK JOIN'!, VEN'llU!~E
Page '2 of.4
\, '!:. -.-j J. ... .'9. . ....,. P\,-....... .. ... . (!.. .. '.. . ...... : .. ".. .
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:r~{ ~::'!<~,r ::(: . tf~~~~1;~r:':~\.fij:;~
T 1J 0 MAS CA HUT 1I r: R S S II H \' E Y
ABSTRACT 9
k 0 n E R T S TE V ENS 0 N:~ 11 H \' 1': y
AB ST HAC,. .5 '.
MOR G AN It ECTOR l.EA (;11.1-.
ABSTRI\CT 46,
COLl.ECt: STATION, HltAZOS COllNTY, TEXAS
(.CONTl NUED)
(PAGcE Ill)
f .
I}I.~~NCE Northwcstcly along an existing re'UCt! line for
calls:
N 410 44'
angle point;
N 360 55'
point;
N 310 44'
anl;le point;
N 250 21'
N 410 37'
point;
N 4 5 0 1 5' 2 3 II W fo r .a dis t n n cc of :~ I () . 00 f (' t"l r t () .... r:a i 1 r () n d c r () s s _,
tie f o.r cor n e r;
THENCE S 820 16' 0 Oil W for'&} d i s I ;1 II C c.' of :3 1 j . (.(1 I... t' I l 0 &in j r () n
-- - -- "
.rod for corner;
T Ii ENe E S 2 7 0 0 3 I 0 9 II W for n d 1 s I ; a II r e . 0 f ~ 5 ~ . IB f t' l.' l t U ;j 11 j r () n' rod
the following
.
35" W for a distance of :lB2 U3 feet t 0 a 3D" oak t r e E~ for
5311 W for a distance of 14 9 .62 feet to n 24" oak for angle
16" W for a distance of 1 (, 2 . 74 feet to II 12 " oak tree for
,
2511 W for a distance of lOB 1 2 , to ~ fence post for c~orner :
56" W for a di S tanc.e of 75 . 26 feet to fa 14 I' oak for ,\ngle
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for corner;
T 11 E ~ CE N 2' 1 0 2 5' 2 7 'I W J 0 ra d i s t.;a net' . () f 2 8 0 . 6 CJ f t' (! t
o f a ~-~~-;;-~ tot h e 1(' f t ;
tu l.)I(! be~ginnin:
o~
o 1 ·
290
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Tn EN C E No rt h \.1 C s te r 1 y a Ion g s n i d t: u r v (. tot he 1 (\ r t fu r. n n arc d1 s tan c;
16"f.-s4i-rcct to the end of said curve. (Curve Bat:l: CcntrI!l Angle a 160 !
29" . Radius =60.0. 0 0 feet, ra n gen t ::. B 4 . 4 6 f (l (' t ,the c 1a 0 r d bears; N
26' 11"W. for 3 distance of 167.2'6 fp~~t);
THENCE N 37026'56" W.forad.ist.a'lcpof 155.81 rt.!ct to nn 1rcln
r.; r-..c 0 rne r , same lying on .a curve t. ot h c right;.
41
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roel
THE~CE Southwe5terly along .sa1d curve to' ther1~ht for an arc distan.:
~i~ 1 ~r?:~; ~!~ ;:;: ~~ {~~:~~:t ~:~t~i :~~ c; (~~~5 ~; ef ~:~: : t ~~~ II ~ ~ :;d A~: ~ ~s - S 080 \
TilE NCE S 600 33 I 05" ~ for a d i tl t a 1I1~~ of :U 6 .00 f c ('t t 0 the beg i n 0'1 nIl.
. ---- - .- - - ,
of a curve to the left; ~ ~
"' f
THENCE South\J~sterly along said curve tu thla left for an arc distanc('
of 15 -5-:-j-37 e c t to t h een d of ii a i de u rve, (C:u r v e n.l t d: C (' n tr a1 An g 1 e 1;;; 100 ~
00' 00", Radius:: 890.00 feet . Tangent '"~77 ..87;, lh('("hord hears S 5~)0 33'
o b II \.J f () r a d i 5 t:l n c ~ 0 f 1 5 5 . 1 4 (vet);
II! ~~. ~ C E S 5 0 0 :1 3' 0 5" w f 0 T 11 d1 s l a II C (! 0 f 2 4 b. 1 ~ (' ,~ l t 0 it n 1 r () n rod
for cornt.r. same lying on th,e nurthcnsl I j)~ht-or-W,1Y] u(' of Slate Highway t
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EXHIBIT "A"
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GENERAL WARRANTY DEED
COH,NERS'l'ONE INVES'rMEN'l' GIlOUP'
'1'0
WOOD CREEK' JOIN'rVEN'l'UHE
Page 3 of 4 r-
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.r n U MAS t.: A KU1-U r.: K ~ ~ .t IJ( V r: y
ABStRACT.9
ROBERT STEVENSON LEAC:U}:
ABSTR,\CT 54
MORGAN RECTOR LEA(:lJE
ABSTHACT46
COLLEGE STATION. BRAZOS COUrrl Y. TEXAS
(CONTINtJEU)
(PAGE 1 V)
THENCE
--.---..--
OJ-" BEGINNING
- . - -- - -- -----------
N 290 26' 56" W for a d is t a Il(~ c..' -(\ f 71. () 8 f eel to t h eP L ^ CE
n n de () n ta in in g 1 7 O. 2 0 a (' r l'~. 0 f 1 and, In () r c or 1 e S 5 ·
I'n'l'an'd Uy :.G. .~:..t..t..fAA1. .... ._._A.... .~.. .~I-..._
J c! r y Ifls hop
~~'g is te red Plibl1c
S\lrV(!y.c)r No.2557
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MAY, 1982
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E X II I B I '1' II ^"
GENERAL WARRANTY DEED
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CORNERSrONE INveSTMENT GROUP
'1'0
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WOOD C!{EEK JOIN'!' VE~'rUHE
page 4 of 4
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"':-';~ 19 ~J 1'\ ~ ~ -\: U
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.. ..... _. . - . ..' .... ,,__, e. ...... ___.. _.............-.......- ..--..-- --.... ..............
~\!t,'-
8b-//.5
~1ETES AND BOUNDS DESCRIPTION
OF A
7.89 ACRE TRACT
THOMAS CARUTHERS SURVEY, ABSTRACT NO.9
BRAZOS COUNTY, TEXAS
Metes and Bounds description of all that certain 7.89 acre tra'ct or
parcel of land, lying and being situated in the Thomas Caruthers Survey,
Abstract No.9, Brazos County, Texas and being a portion of the follo'wing
tracts:
1) A 79.00 acre tract conveyed from Raintree Development Joint Venture
to Cornerstone Investment Group as described by deed recorded in VOLUME 469,
PAGE 697 of the Deed Records o"f Brazos County, Texas;
2) A 26.07 acre tract conveyed from East Bypass Development Group to
Cornerstone Investment Group as described by deed recorded in VOLUME 491,
PAGE 229 of the Deed Records of Brazos County, Texas;
3) An 88.43 acre tract conveyed from EdwardUvacek, Jr., et ux, to
Corners-tone Investment Group, as describ.ed by deed recorded in VOLUME 469,
PAGE 426 of the Deed Records of Brazos County, Texas;
Said 7.89 acre tract being more particularly described as follows:
BEGINNING at a 1/2" iron rod found marking the south corner of said
26.07 acre tract.
THENCE S 880 02' 22" W for a distance of 157.52 feet to a 1/2" iron rod
found for corner, and lying in the east right-of-way line of Stonebrook
Drive. Said iron rod marking the beginning of a curve to the left.
THENCE in a northeasterly direction along the arc of said curve for a
distance of 51.26 feet toa 1/2" iron rod found for end of curve. (Curve
Data: central angle = 02001' 02", radius = 1455.99 feet, tangent = 25.63
feet, the chord bears N 020 28' 25" Efora distance of 51.26 feet)
THENCE NOlo 27' 54" E for a distance of 535.00 feet with said right-
of-way line to a 1/2" iron rod found for beginning of a curve to the left.
THENCE in a northwesterly direction along the arc of said curve for a
distance of 321.43 feet to a 1/2" iron rod found for end of curve. (Curve
Data: central angle =210 40' 00", radius = 850.00 feet, tangent = 162.66
feet, the chord bears.N OgO 22' 06" W for a distance of. 319.52 feet)
FILE NO. 000047-1-25
~ ,,\',- ,~. 'J.i'
86-1/~
~THENCE N 200 12' 06" .W for a distance of 59.50 feet with said right-of-
way line to a 1/2"iron.rod found. for the beginning ofa curve to the right.
THENCE in a northeasterly direction along the arc of said curve fora
distance of 37.77 feet toa 1/2" iron rod found for end of curve and
marking the beginning of a curve to the left. Said iron rod being ill the
southeast right-of-way line of Woodcreek Drive. (Curve<Data: central
angle = 860 34' 25", radius- = 25.00 feet, tangent = 23.55. feet, the c:hord
bears N23005' 07" E for a distance 'of 34.28 feet)
THENCE in a northeasterly direction along the arc of said curve for a
distance of 446.36 feet toa 1/2" iron rod.found for end of curve. (Curve
Data: central angle = 130 06' 55", radius = 1950.00 feet, tangent =
224.16 feet, the chord bears N 590 48' 52" E for a distance of 445.39 feet)
THENCES060 43'31" W for a distance of 344.19 feet to a 1/2" iroll rod
found for angle point.
"-
THENCE S 120 19' 04" E for a distance of 216.84 feet to a 1/2" iroIl rod
found for angle point.
THENCE S030 05' 15"W for a distance of 485.00 feet to a 1/2" iroIl rod
found for angle.. point.
THENCE S 440 07'30" W for a distance of 235.80 feet to the PLACE OF
---
BEGINNING, and containing 7.89 acres of land, more or less.
July 1986
&.
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Mark R. Paul on
Registered Public
Surveyor No. 2099
Surveyed By:
FILE NO. 000047-1-25