HomeMy WebLinkAboutDrawingsLINE DISTANCE BEARING
METES AND BOUNDS DESCRIPTION CURVE RADIUS DELTA ARC TANGENT BEARING CHORD L1 1o3.4s' ` S 72'11'30" W
100.25 51.20 S 33'57'05" E 99.21
OF A C1 200.OQ 28'43'14" L2 39.85' N 755743" W
10.73 ACRE TRACT 102'38'13" 11 179.14 124.90 S 70'54'35" E 156.13
ROBERT STEVENSON L COUE. NTY A-54 GENERAL GENERAL NOTES C2 100'00 L3 30.07' S 44'38'42" W
COLLEGE STATION, BtiA;'os 114,71 64.60 S 52'27'14" E 108.53
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS C3 100.00 65'43'30" 63.32 5 28'54'08" E
AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT 0 CT NO PARCEL54, COLLEGE
ESTABLISHED FROM GPS OBSERVATION. ZONEO "C -T• 64.42 33.37 N 76'13'40" E 1_4 18.36'
METESC4 .100.00 355443"
AND BEING SITUATED IN THE ROBERT STEVENSON LEAGUE, ABSTRACT 2, SUBJECT PROPERTY IS CURRENTL
\\
STATION, BRAZOS COUNTY,' TEXAS. SAID TRACT BEING THE REMAINDER OF A CALLED 35.854 g BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH CITY OF • -ti� s 1_5 31,21' S 4720'05" W
ACRE TRACT AS DESCRIBED BY A DEED TO LICK CREEK, LTD., RECORDED IN VOLUME 813,P AGE COLLEGE STATION ORDINANCE N0. 1638. Bk Vol'" " �R9 S 53.42'31" W
555 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. 00A46092 OR X878 129 L6 15.62'
DESCRIBED BY METES AND BOUNDS AS FOLLOWS: 4. THE GREENWAY AREA SHOWN HEREON IS HEREBY DEDICATED TO
SAID TRACT BEING MORE PARTICULARLY THE CITY OF COLLEGE SIATiON AS OF THE FILING OF THIS PLAT FOR RECORD. L7 54.66' N 80'31'11" W
AT A CONCRETE RIGHT-OF-WAY MARKING FOUND ON THE SOUTHWEST UNE OF 5. THE FLOOD ZONE DEPICTED HEREON IS PER A FLOOD STUDY BY THE
BEGINNINGWIDTH R.O.W) MARKING THE NORTHEAST cpRNER of srdD CITY OF COLLEGE STATION OF LICK CREEK. N0.': PORTION OF THE SUBJECT Fly foM Rnercord in: L.S 6 0
I LE DESIGNATED FLOOD PLAIN AREA ACCORDING TO 52.59 N 33'40'•20" W ' �` ('� /� �� • '� �� �
STATE HIGHWAY NO. 6 (VAR AB PROPERTY LIES WITHIN A DESIGN ,SCALE.
REMAINDER OF 35.854 ACRE TRACT; THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041CO201 D, EFFECTIVE .
On: Feb 19,2t�4 at 83:328 L9 42.64' N 40'0728" W
THENCE: S 35' 05' 21" E ALONG THE SOUTHWEST LINE OF STATE HIGHWAY NO. 6 FORA .
DISTANCE OF 200.25 FEET TOA 5/8 INCH IRON ROD FOUND MARKING AN ANGLE POINT IN SAID DATE FEBRUARY 9,'' 2000.AT EXTERIOR 1_10 37.99, N 1 x4T3j" W
c A CONCRETE RIGHT-OF-WAY MARKER FOUND BEARS: s ta' 04' 13" E 6' 5/8 NOTED. H IRRMAG NAIL SETLIN ASPHALTFORCPROPERTY CORNERS As a
LINE, FOR REFERENCE E OTHERWISE-
FORA DISTANCE OF 0.52 FEET; FALLING WITHIN THE INTERIOR DRIVE AND PARKING AREAS. Plats 60 0 60 120 180 Feet
HIGHWAY No. EASEMENT L11 22.80' N 8503'56" W
THENCE: S 32' 13' 42" E CONTINUING ALONG THE SOUTHWEST LINE OF STATE HI 7, p,I;J,E, - PUBLIC UTILITY 78. 1 O' POINT OF &Mont Number':
6 FORA DISTANCE OF 400.00 FEET G A 5/8 INCH IRON ROD FOUND
MARKING
NN AN 3E POINT IN P.R.A. - PRIVATE ACCESS EASEMENT � L12 38.82' N 6516'2 " W
SAID LINE, FOR REFERENCE A CONCRETE RIGHT-OF-WAY MA I S 82 2.523» BEGINNING
55" W FOR A DISTANCE OF 1.37 FEET; 5/8 INCH IRON E Amount �• 1_13 23.87 N 53'33' 1 �' W
NOTE: FOR SIGNAGE AND BUFFERING PURPOSES'THIS THIS 10.73 ACRE TRACT CONCRETE RIGHT-OF-WAY ROD FOUND CONCRI=fE RIGHT-OF-WAY .
RIGHT-OF-WAY MARKER FOUND MARKING AN * WILL BE CONSIDERED AS ONE BUILDING PLOT. MARKER FOUND BEARS: MARKER FOUND Receipt Nuaber -x'3655' 3.88' N 65'31'0?," W
THENCEA DISTANCE OF"200 CONTINUING ANG THE
ETSOUTHWEST LINE OF STATE HIGHWAY NO. L14 R -
6 FOR N 84 03 56" W - 0.96'
IN SAID UNE; � FIa iJork an' 126.71' S 4518'30" W O
ANGLE POINTL15 _
G ALONG THE SOUTHWEST LINE OF STATE HIGHWAY N0. BASE FLOOD ELEVATIONS AND FLOOD PLAIN BY ROBERTSON - ' `�
THENCE: s 32' 13' 42" E CONTINUINE OF G WERE TAKEN FROM AN UNOFFICIAL FLOOD R APRIL 2000 13,38' S 39'30'45" E
6 FOR A DISTANCE OF 79.65 FEET TO I POINT IND TRACTTAND THE NORTHEAST of THE ERS FOR THE CITY OF COLLEGE STATION, TEXAS (APRIL, L16 I
MOST EASTERLY CORNER OF THIS HEREIN DESCRIBED 32.04' S 31'59' 1 G" W '9
LE 4.02 ACRE TRACT AS DESCRIBED BY A DEED TO STEPHEN E.
S COUNTY TEXAS,DFOR CONSULTING ENGINE WAGE REPORT L17 ��
A CALLED �� ff -
VOLUME 4548, PAGE 182 OF THE OFFICIAL PUBLIC RECORDS OF BRE FOR A DISTANCE OF 454.63 ODWAY SHOWN HEREON WAS ,DETERMINED BASED ON THE DRA \ STATE IF TE>rA5
S 32 13' 42" FLO S APRIL,` 2000. lr
eFARs. �• NGINEER I hereby certify that this instrulent 1135 1_1 a 131.23' S 68'04'0''•" _W _ ''y -
CH IRON ROD FOUND 'SON CONSULTING E /--- '
A 5 8 IN - -- -- - >: - BE,er - _ --- /__ _ - date and fire spa. i�ereon by ie 9
REFERENCE„-- -/_ _ _- -_ -- -- - AS PREPARED BY RO
- -- - - __ ._ -FEET; - _ �-\ _-- filed Bn tyled _
- and 11x5 duly recorded in the volare and Qage L19 41.16' S 8515'15 _ W ' . ''
F SAID CREEK,' SAME BEING THE COMMON UNE OF SAID \
\ n v �+
THENCE: ALONG THE CENTERLINE 0 / \ s'? _ of the Haled 5 nDf7Y �- y
REMAINDER OF 35.$54 ACRE TRACT AND SAID 4.02 ACRE TRACT, FOR THE FOLLOWING CALLS: t �"
DEDICATION OF THE GREENWAY TO THE CITY OF \ :S� L20 17.53' N 36'45'S�i' W
S 72 11' 30" W FOR A DISTANCE OF 103.49 FEET TO A POINT; WITH THE/ \\ �=J,, d5 Stalped hereon by /e.
COLLEGE STATION, THE LOTS SHWON HEREON
THAT ALL 1_21 88.41' S 5746'18" W eP�E
N 76' 57' 43" W FOR A DISTANCE OF 39.85 FEET TO A POINT; REQUIRED TO DETAIN STORM WATER, P / \\ \ _ Feb 19, BQ►04
OTHER REQUIREMENTS OF THE CITY'S DRAINAGE POLICY AND \� L22 133.06' S 80'2721" W PH 2
S 44' 38' 42" W FOR A DISTANCE bF 30.07 FEET TO A POINT; DESIGN STANDARDS ARE MET. �% / - .
OR A DISTANCE OF 18.36 FEET TO A POINT; 1_2$ 48.84' N 2535'0' W SUBJECT
S 28' 54' 08" E F \ \�� PROPERTY
S 4T 20' 05" W FOR A DISTANCE OF 31.21 FEET TO A POINT; rah / 11 O - L24 75.23' N 55'14'45" W
. 5/8 INCH IRON I111i1Y MW ' '
S 53' 42' 31" W FOR A DISTANCE OF 15.62 FEET TO A POINT; / \mss+ ROD FOUND I�AI05 am lCrtlffN, L25 41'39' N 8727'31" W
N $0' 31' 11" W FOR A DISTANCE OF 54.65 FEET TO A POINT; EXISTING 10' TELEPHONE \ - - L26 40.88' N 04'41'01" E •
N 33' 40' 20" W FOR A DISTANCE OF 52.59 FEET. TO A POINT; EASEMENT, 666/309
CONCRETE RIGHT-OF-WAY L27 84,80 N 89'49'31" W
N 40' 07' 28" W FOR A DISTANCE OF 42.64 FEET TO A POINT; Q• ^ / 2p' P.U.E. MARKER FOUND BEARS:
Q:'• • LOT 7 \ S 1404'13" E - 0.52' L28 78.28' S 44'38'46" W
N 13' 47' 31" W FOR A DISTANCE OF 37.99 FEET TO A POINT; , / 2.480 acres \ S 2759'28" W
6" FOR A DISTANCE OF 22.80 FEET TO A POINT; \0����0 , \ \ 1_29 40.49' .
N 85 03 5 w / 108,033 sq ft \
DISTANCE OF 38.82 FEET TO A POINT; 4 ,,' 4 \ � L30 61.50' S 44'38'46" W
N 66' 16 24 W FORA VICINITY MAP
N' \
N 53' 33' 13" W FOR A DISTANCE OF 23.87 FEET TO A POINT MARKING THE �� QP rO� 6' \ ` EXISTING 20' PUBLIC \ ��� L31 113.52' S 74'28'40" W
NORTHEAST CORNER OF BRIDLE GATE ESTATES, PHASE ONE, ACCORDING S THE PLAT , / Ar, UTILITY EASEMENT j NOT TO SCALE
RECORDED IN VOLUME 3744, PAGE 49 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS �pQ�'' !, \ \ 589/191 & 578/339 .
COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH
IRONARS:D S 34D 57' 44 GET FOR A J` Q ` l QO \ T1 \ - \
CORNER OF BRIDLE GATE ESTATES, / < ,, �• / \ \ ?P� \
DISTANCE OF 870.84 FEET; EXISTING 20' ELECTRICAL • �p�, �c�` �'�,
CONTINUING ALONG THE CENTERLINE OF SAID CREEK, SAME BEING THE COMMON �►� '♦ / \ F \ \ EASEMENT, 627/723 \ \ � 'f,0�
THENCE: \
LINE OF SAID REMAINDER OF 35.854 ACRE TRACT- AND BRIDLE GATE ESTATES, PHASE ONE, FOR . QO � �►� \ \ A -
THE FOLLOWING CALLS; < V. / \ \ 200 \ \ �i p �L .
pc 20' P.U.E.
N 65' 31' 02" W FOR A DISTANCE OF 3.88 FEET TO A POINT; LOT 4 \ �'\ 24' P.U.E. \ \ \ ��,� 'y O
S 46' 18' 3O" W FOR .A DISTANCE OF 126.71 FEET TO A POINT; 0,574 acres \1�1 `\ & P RaA. 6,
��` : ((NO. ,ACCESS TO \���
• ' FE:wL1ER ROAD) '
S 39' 30' 45" E FOR A DISTANCE OF 13.38 FEET TO A POINT; G s\ 25,000 Sq ft\
/41' \
/ / \ \� 9LF�C __ 1
S 31' 59' 10" W FOR A DISTANCE OF 32.04 FEET TO A POINT; O /' \ ��1 \ \
S 68' 04' 01" W FOR A DISTANCE OF 131.23 FEET TO A POINT; ��� \ A 24' P.U.E. / � \ \ \ ��Q
Q
S 86' 15' 15" W FOR A DISTANCE OF 41.15 FEET TO A POISED BY AINT ON EDEEDTTO R. BHEAST .
%O C7"`" \ 1 O
OF THE REMAINDER OF A CALLED 25 ACRE TRACT AS DESCRIBED \ /ci \ \11, /r1, A C Fl TE OF CITY
ENGINEER
D IN VOLUME 3115, PAGE 35 OF THE OFFICIAL PUBLIC RECORDS 0 E 2
CORD G THE \ O� ��
TOLSON RE E 0 /
BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD
MARKING
O �, l , C Engineer of the City of College
CT AND
INREF OF 25 ACRE TRA / / O \ rtify at thi• Subdivision Plot oonforrno to the reIquirements of the
J EAST CORNER OF SAID REMA ONE, BEARS: S 4' 49' 04 E FOR r� 0' \ \
BRIDLE GATE ESTATES, •PHASE N , LU 1 5 \ \ O y Z1 / 10' GAS LINE \ \ \ O� Station, Texas; hereby of Cali Station,
CORNER OF BRI �O/ Subdivision Reyulationa Of.. e
DISTANCE OF 64.28 FEET; 0.574 acres ` EASEMENT
SAID REMAINDER OF 35.854 ACRE A\ - FJ�
THENCE: N 3G 45' 56" W ALONG THE COMMON LINE OF \ 25,000 sq ft `�s �A � / a Z \ �� 5/8 INCH IRON
TRACT AND SAID REMAINDER OF 25 ACRE TRACT FOR A DISTANCE OF 17.53 FEET To A 6 INCH i /� s ROD FOUND Ci Ery Har
FENCE POST FOUND MARKING AN ANGLE POINT IN SAID UNE; / ` 24' P.U.E. 0 City of College Station
CE: N 45' 21' 14 W CONTINUING ALONG THE COMMON LINE OF SAID REMAINDER OF a & P.R.A.
/ - „ . �\ CONCRETE RIGHT-OF-WAY
. MARKER FOUND BEARS:
THEN I �� \ / ,`'�� 24' P.U.E. _. \i .. LA / .
35.854 ACRE TRACT AND SAID REMAINDER of 25 ACRE TRACT FOR A DISTANCE OF 482.06 FEET / ?,+ 20' P.U.E. \ \ \
TOA 5/8 INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF GRAHAM ROAD (VARIABLE WIDTH I % O �%K & P.R.A.\ tAc3N N 64'32'55" W 1.37'
R.O.W.) MARKING THE WEST CORNER OF THIS HEREIN DESCRIBED TRACT, FOR REFERENCE A 8 ~ ►♦ \�
INCH FENCE CORNER POST FOUND BEARS: S 61' 40' 44 E FOR A DISTANCE OF 0.56 FEET; \ \1J�n ��e ♦\ . - LQT 2 \ \
A DISTANCE R2 / \ O 1 / �\
LINE OF GRAHAM ROAD FOR ►♦ ►♦ 1.377acreS / APPROVAL OF PLANNING AND ZONING COMMISSION
THENCE: N 41' 41' 18" E ALONG THE SOUTHEAST/ 24, P.U•E, . \ / / \ \
OF 691.37 FEET TO A 5/8 INCH IRON ROD FOUND MARKING AN ANGLE POINT IN SAID LINE; \��s 60�QQQ sq ft ZQ' P.U.E. /t��fr-�2rQ C� ,Chairman of the Planning and Zoning
` 15' P.U.E. i
25' 23' E FOR A DISTANCE OF 78.10 FEET TO THE POINT OF BEGINNING
NIOVEMBER, off' 30' P.U.E. (NO ACCESS TO \ O �/ / ' �i\ \ 00 roved Commiiaton of the Cfty of Colisye St tion, herby cert}fY that the ached plot wos 2�y
1. THENCE: S 82 D MORE OR LESS, AS SURVEYED ON THE G GRAHAM ROAD) \ \ approved by the Commission on the day of 3
CONTAINING 10.73 ACRES OF IAN FOR MORE DESCRIPTIVE INFORMATION. BEARING & P.R.A. \�f F ���
\ / \ \
2002. SEE PLAT PREPARED AUGUST, 2002,
SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GP5 OBSERVATION. / 0 BLOCK ONE -� r \ \ ���, 19 ,� \
C !
/ >
5/8 INCH IRON <�h \ \� `�a. 20' P.U.E. / `P' .
BRAD KERR ESSIONAL ROD FOUND \ \ / �'♦
PRO /24' P.U.E. \ \ ����
\ \ Dr6
LAND SURVEYOR No. 4502 \ / & P.R.A.
/-r \ \
CERTIFICATE OF THE COUNTY CLERK
\ \ ��/ /� /
_ ._ \, STATE OF TEXAS --- - ---- _- - - - _ - _ _ - --
/- T. T 3 \ � \
m n _ - , �� :. - - OF » OS _...
-- - - LO -v \ / _
•---
- _ _ _ `� / 1 X 10' P.U.E. o , - NTY o
g' FENCE POST 1 .04. acres \ p
3.592 acres - I, Karon McQueen, County Clark, in and for said county, do hereby certify that this j
\ \ / . in
. FOUND BEARS: ty
�, �'•� \ \ � together i rtifcates of authentification was flied for record in my office on the _
S 61'40'44" E - o.5s� \ 156,449 sq ft 1:.:.:...::._� \,3 C2`_- ..,..� 45,284 sq ft \ 25' x 41'
'► •tS� LIFT STATION do of 20 the Official Public Records of Brazos County, Texas, i
MIN. F.F. - 288.851. ��� rya \. MIN. F.F. - 287.10 0, y
(; ; ; ..':: Volume , P e [- I
�'' G \ \ EASEMENT
-��\ 4-�.-`fin. 0"__*�
•� 20' P.U.E.
I'::':: :':':'::.:•:'..... CONCRETE RIGHT-OF-WAY
i ti \'� \
\ a� �.-:•�-.,,,•+•., .-�, \ MARKER FOUND County Clerk
,: • .:.:...:.:.:.:.......:....... .. 8 mos County Texos
,�•
`��{
�' . .
\ ,/:::':•:•.•.':'::.:..::.•.•......... . . .•....APPROXIMATE LOCATION..•'• r '' �'
20 P.U.E. : ..L25'... \�"' OF FLOOD PLAIN OF ;.... r .�
5t .... )
cs g� `� C :LICK CREEK....... ; ,, ; \� / • .c
2.(� :'•'•'...:. A
�' ' •
., .
/ 1 K.•..\� ? .. l 20 SANITARY::':....:.'.. N•'•'•' ' .
. .::::..: �'''''' .�
.t I
I . /'•�•'•'�•'::':•:.'. EWER EASE
P.
1' .
�- 2' ' ' ' 912 132 :::': :
.,..
7 •
i
,
6 •
.
N
I I
TE OF OWNERSHIP AND DEDICATION Ca,• •�, '•.'�
FICA '''fQ`' .`•rS�:'•1••'• • -
107 CERTI O. u ;•,,., i ... ��
L22 :: Q
\r E -
1 I
o�
-�
F
:'.�
:\
auemmmmxas
k%MP1.sr .»�.
Id .
ATET •�'
OF
TEXAS C�
4ftUNsl�
F TDCAs •• ?.•
0 TY
C r-
r
9
of
(� er
dC to
e
n P
e �.
M
r( )
�r O
J L
to
I ! a :�
11 er P
oz
r om
C
2 6'
0
G m
ck
1
rah .�.. '. a
We
1
to • 'Q'.'.'.' ' � •'
P
1 b
Lo
as \
( in 1 1
re a m
0 e
h fee d f
to In
a P
n to •: G..
s c
an
d dedl
lat o h
b
la rete
th ho Y �'�C':
n d
o be ``
V �s
sh
o ub ri
� and ro
i o 9
the Is
s
e n
a o
os ( es h
a wh c
d a
n c
f ..:ter"'.'. .
a ui
b
a• d i T
T.
T an on P : SG. ati wa PLA t e P
ra
le �FINALo Y•at I em 6t g ea•
CI
nrks
.. .
0 aIle s
Y
street*.
p
public cf
forever r
et e Y •
U"
0
f th•'��
'th
P
toexpressed.
ero
1
n
a
th
td ro
tin
e
d n
0
e
':ems!^.'.'.'.' •
for
the
U
''L
.shown P `.'•\'•'• '
J
i
M �r(
n6 I 0
a
r �
N
F
:::\. .
::''
�':
<'
N -i� :.
S
0 :'' '
�::::
R.
B.
T
OL
s
CT
��
E
T
RA
5
A Z
2 L
0
F P
N
D
E
R 11+
DW
a• s M
Is 0 n d`'I
w 1"1
r( u
A
1 .L
I
• N'• G
G
R
15
3 00' '
2
31 ..
ti
0
:'. .
::\
0
�.
K
a1. �:
L
0
T
6
BL
0
C
ATE
OF
TEXAS
1'
ST
0
S
t�
O
OF 8 ,•�C
••TIO
.y
RAZ .�0
CO , T
�.�M
NN . I
�.RO
�FP
Barad •'•� �...: •'�' ...
0 p
al F
ra n
a P ��' S
•� E
red authority, on this y P ...' ............. .............. ..'.
undorai whose names la/are
OF�� ... R
9 neonps ................ OF FLOOD' PLAIN .. %
•fo a the O ,q•'.'.'.'.'.'.. ..�1 • •� , ... ' s� ` 'Ao 0 /
o me to b Pa
n
t c'
--r� � �. -known ) a name ....- • O
ed th 5% :�
exac K
C
they :'u
•h E
t o C '•'{•'• •
a Y FEN
o'
a th / 6"
t m '':::-
a
ckn
ow
lodged ____
e
0
etru
m
on
t
a
d 9 •O ? '
t
o --
• r
9
to
the 9
'.� 4
e D 5
u rib FON /�
s bs ST '•� /'• A
d
, PO U E
t t� A
G
n u L
E
i e
.e ON
th r � S
a N
i e TE
V
dro ti S
n
ti• T
a E
R
d
OB
u R
r 3
f O
0 O
P rPa 2
� .O
a'v�
o
'tu\
d
0 1
t
Y
o
Al e +�,\
e
of nth
and d s '•'I
hand
h TEXAS
un
d•
rm
...
an Y
NTY
I U
G 7.i
C
0
.. S
I
T
0
N
B
R
A
Z
0
A
:�i:�:�:�:'.��:�:�:�1�:�:':� �� :•':�' � \ \ LEGE ST ,
o _\ COL
�(� 1( I o � :'J.......................
':':':':':': ..:.... • � ' F • \ = 60 FEET
IRON .'� " { I•..'':'' �o \ ICK CREEK SUBDIVISION, PHASE ONE \ SCALE: 1 INCH
Notary Pubii e i / \
r FiAl3� . ROD FOUND BEARS: 1��w'r� :. ': i ` O L \ \
�~,.,,, INlOKIE 1r -\ �::�/ \ SURVEY DATE: 11-06-02
> \
PubIiG,°t +>° s 4449'04" E 64.28' \ \ `K PLAT DATE: 01-22-03
Nct6N ► EBF :` �'
*� MY Comm ate' C
s JUNE 51 200 -" r i BRIDLE GATE ESTATES, PHASE ONE \ \ REVISED: 06-10-03
6�sT `R 1 . ✓= :':::• ;,; ► 3744/49
JOB NUMBER: 02-1146
�, / \ \ \ CAD NAME: 02-1146F-1
d . y \ \
i CERTIFICATE o su B:���c K��71 '" N/F � - \ \ CR5 FILE: 02-1146 (job)
4,,U -* .,.., ' OCC CONSTRUCTION CORPORATION .`IX
S Regi•tored Public Surve No. 02, in the State of Texas, hereby Gey aynd that \
1, Brad Kerr, REMAINDER OF 21.10 ACRE TRACT \ PREPARED FOR: TED WHITMER
that this plot Is true and correct and was r� Ira an actual
survey f the props e " g I ai' \ \ PREPARED BY: KERR SURVEYING CO. 2508 MERRIMAC COURT
property marker* and monuments were plo der m supervis �1'�:I�•. . 3666200 I \ 505 CHURCH STREET, P.O.: BOX 269 COLLEGE STATION, TEXAS 77845
SU \ \ COLLEGE STATION TEXAS 77841
/ PHONE (9795 268-3195 PHONE (I. 764-2667
Brod K P.L"S. o. 45D2
� _._