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FIEL,D f\10TES
OF Po.
107.76 ACRE TRACT
MORGAI\J .RECTOR LEAGUE
ABSTRP.CT 46
BRAZOS COTJNTY, TEXP~S
RAINTREE - SECTION ONE
Field notes of a 1.07. 76 acre tract or parcel of land, lying and being si tua.ted
in the, Morgan Rector Leag1Je, J\bstract 46, Brazos COllni:y, Texas, and being a portion
af a 1.42.11. acre trac't conveyed to Callovlay - R0odes, Inc. and Edwin vI. ScnlJltz by
D. R. Cain Co~structionComp~ny, Inc. by deed recorded in Volume 323, page 258 of
the Deed Pec0rds of Brazos C01Jntj', Texas, and being more particularly described b-:l
metes and bounds as follows:
cor.1T"JEtJClrTC at an iron rod marking tne most vJesterly corner of the aforesaid
142.11 acre tract, said corner also lying in the northeast r5.ght-of-way line of
Texas sta.te fIigh,-^lay No.. 6 East By-Pass;
'TI.IENCE 530004' 53" E \ along the aforesaid ri9ht-of-\va~yfor a distance of 355.00
feet to a point for the PLACE OF BEGIl'IJ\fING;
TIIEI,rCE continue S 30004' 53" E fora distance of 60.00 feet to a point for corner;
o
'TIIENCE l\J 59~55'07" E for a distance of 24.62 feet to the point o.f beginning of a
curve to t~e left;
TI1ENCE along the arc of said curve to the left for a distance of 176.84 feet to
a point for the end of said curve, (Curve data: central angle 1.7028' 10", radius
580.00 feet, tangen~ = 89.11 feet, the chordbearsN51011'02'' E for a distance of
1:76.16 feet);
~IILnc.~..jJ 42026'57" E for a. dista.nce of 53.75 feet to a point for corne..t:';
'''i.t-!t.,J\lt_~tJ J ~()o04'53" E for a distance of 365.65 feet to a point for corner;
cr11GNt... t.J 1'J Ll~o09' ?6" E for a distance of 1641.. J.9 feet to an iron rod for corner" ;
"lI'"- TI ~Er ICE :: ~ ~ 039 · . 37ft' t;"' for a distance of 811.60- feet' to an iron rod .for corner;
J-J
,C' .4 r) r; ~1"' ~6tT
"~J.f ~ . ~
W for a distance of 595.24 feet to an iron rod for corner;
~ TIIr:r'J\-::E. ~..~t)'o2?' ~~" ~ for a distance of 1305.19 feet to Rn iron rod for corn0r;
, j;j{J .: .. . ."- .
\. TIH:,IJI.'J~~' rl' ~.?ob)~3" E for a distance of 886.43 feet to an iron rod for corner;
.. ,Jf I IE h '-...1:,
(). '
1\J 'I- I. , i1 ' 3,;>"
E for R c1.ist;lnce of 1376.00 feet t<) an i.ran rorl for corner;
--'r'11LII\Jt_.t'J l',J (It)r\ll~' )~" lil for r1 distanCf? of 80..00 feet to a point for corri"er;
""--- rrl.rr-:~Trp tT ;i 1 O?4'~.4'f ~q for a distance () .t=' IJ75.97 feet to a point .for corner;
-Tl-TF1\Tr T.... IT ~S013 ~ .5~" 'tt for a distance of 740.00 feet. to a poi.nt for corner;
THENCE 0 25" Itl for distance of 881. 07 feet point for
S 42..3j t a to a corner;
107.76 Acre Tract - Raintree I
.j""
m.
~
VI for Ci di0tarce of 683.l'r8 feet. to a point. for corner;
~C' 5~' vI :Eo. a cUstance of 452.63 feet to a point for corner;
'T,j!1\TTF~' ~.rr,,1I"""'_. I. J,., ...., r-.. () t"'\..._: " n,'" ~,.," T,',,' ,:fr.. ,-", ' r.. d l C't:::..,.....,,....p of 2 ~ ..., ~ 7 fee+- -+ 0 :::\ no] 11l- for corner.
~_ T.J . 7 "'."l "". " _ - - ~ ~ a ;. : ,.-J. c1.l. h;_ .:. , - . ......... L. ,..),.. . :. -- ,.r'~ C.l. 1:' '- ,., . - .' "'. - ,
~r' it'": r; :.)
~~) 0 /6 . ~ "in ~,;
[l!T.l" a
., . .J
Cl J.S C. an ce
of 1080.00 feet to a point for corner;
~L.~_tlJ',[...tl ,..,1 I J 5' 0 2 ~. S '7" W for a distance of 821". . 52 feet t.o a point for corner;
~
3() 004 , ~j'r E fo.r a distance of 387.89 feet to a pOi nt for corner;
'TJ-!Et:CE S 4;>026'57" \,] for a distance of 72.63 feet to the point of ber;inning of
(:1 en rve to t}iC' right;
TIIEPCE alor~9 the arc of said C'Jrve to the right for a distance of 158.55 feet to
a noint for the end of said ctJrve, (Curve data: central anr..,JJle :::: 1.7028' 1.0", raditls
.. 0
5?O.OO feet, tangent = 79.89 feet, the chord bears S 51 11'02" W for a distance of 157.93
feet) ; \
THE~.JCE .S590S5t07tf \;1 for a distance of 24.62 feet to the PlACE OF BEGItTt,TIr\~G, and
contaj.ning' 107. 76 (3cres of land, rnore or less.
. ~""''''''''
.......'~ ~ 0 F -r 't
~ ~~....'."..._~-r te,
: i,'... *..' -..-51 I,
::: "* .... '- \ \S' ',*
~.:.. ....*~
"'.......... ......... ...........:.~..~
~ JERRY BiSHOP ;'.
~............,................ ~
,. -0 '. ....: .... ~
~ ~\ 1> 37426 <;)....~ ~
II ~... <to ~ ... ~ ~
If ~S'....(STrr~?:....(:\~;-
t1 "~I '. . · · . .' ... ,,:' ,} -
, \ \ "'c.,.' ....._
, \\\~~,~~"~~.~
Prepared
~egistered Professional
Engineer N6. 37426
F'er-lrt1ar:l, 1977
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