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CURVE
DELTA
RADIUS
LENGTH
TANGENT
0 ,= -�
-`= .
CHORD DIST.
C1
62'21'49"
319..49'
347.75'
193.35'
S 87'47'03" E
330.84'
C2
' 8'33'01 "
1035.00'
Ln
77.37'
- -{
154.31.'
C3
17'23'23"
465.00`
141.13'
71.11'
N 37'39'39" W
140.59'
: C4
31'17'22"
535.00'
292.17'
1.49.83'
N 30'42'39" W
288.55'
.C5
8'46'18"
820.00'
125.54'
62.89'
N 10'40'49" W
125.41'
.
- �.
50:00'
C1
- 21.11'
Q- Z 13 M
iii :=
38.90'
11 C7
-
50.00'
137.00'
245.69'
N 26.24'55" E
97.99'
C8
`-x
750.00'
1.14.82'
1 57.52.'
Q
u't t --•r
114.71'
M.
3
Q
465.00'
C
130.22.'
N 30'42'39" W
250.79'
C10 1
IuF-
535.00'
Coii1
C1
81.82'
-`t
.-,
_
Q
E
54.88'
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CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BRG.
CHORD DIST.
C1
62'21'49"
319..49'
347.75'
193.35'
S 87'47'03" E
330.84'
C2
' 8'33'01 "
1035.00'
154.45'
77.37'
N 56'45'32" E
154.31.'
C3
17'23'23"
465.00`
141.13'
71.11'
N 37'39'39" W
140.59'
: C4
31'17'22"
535.00'
292.17'
1.49.83'
N 30'42'39" W
288.55'
.C5
8'46'18"
820.00'
125.54'
62.89'
N 10'40'49" W
125.41'
C6
45'47'.13"
50:00'
39.96'
- 21.11'
N 29'11'18" W
38.90'
11 C7
156'59'37"
50.00'
137.00'
245.69'
N 26.24'55" E
97.99'
C8
8'46'18"
750.00'
1.14.82'
1 57.52.'
N 10-40'4911.W
114.71'
C9
31'17'22"
465.00'
253.94`
130.22.'
N 30'42'39" W
250.79'
C10 1
17'23'23"
535.00'
162.38'
81.82'
N 37'39'39" W
161.75''
1.LINE
LINE
TABLE
LINE
L16
BEARING
-
DISTANCE
L1
S
42'41'18"
E
183.26'
L2
S
58'31'24"
E
153.45'
L3
" S
31'01'43"
E.
1.19.82'
L4
S
21'30'33"
E
125.64'
L5S
S 5'29'11" E
8'46'25"
E
1. 55.68'
L6 .
S
46' 1-7'21 "
E
74.57'
L7
S
14'48'1 3"
E
213.25'
L8
S
28' 13'28" W
, 28.96'
. L9
S
6'17'39"
E
64.93'
L10
S
32'33'21 "
E
63.64'
L11
S
1'54'21" W
49.58'
L12
S
33'36'28"
E
98.55'
. L13
S
15'18'52"E
87.02'
L14
S
61'28'13"
E
64.90'
L15
S
28'51'40"
E
54.88'
LINE TABLE
LINE
BEARING
DISTANCE
L16
S 60'09'02" E
89:23'
L17
S 8'40'58 ." E.
72.84 '
L18
S 41"06'16" E
34.36' '
L19.
N 81'42'09" E
- 66.96'
L20
S 17'01'27" E
76.08'
L21
S 44'05'02" E
56.04'
L22
S 74'38'40" E
64.82'
L23
S 38'00'14"' E
52.24'
L24
S 5'29'11" E
56.96'
L25
S 63'1 8'50" E
47.38'
L26
S 22'56'48" E
146.15'
1-27
S 75'35'40" W
105.23'
L28
N 44'43'1 4" W
' 110.18'
199
S 23'27'07" W
147.76'
L30
N 43'00'33" E
27.98'
I . 11 � ..
. I .
. .1.. . 11 . I,I
LINE TABLE .
LINE
BEARING
DISTANCE
L31
N 6.1'02'03" E
94.51'
L32
S 73'57'57" E
50.00'
L33
I N`61'02'03" E
70.00'
L34
. N 16'02'03" E'
50.00''
1-35`
N 61'02'03" E
78.62'
L36
N. 28'57'57" W
110.52'
L37
N 46'21'20" W
( 292.55'
L38
N 15'03'58" W.
173.41' `
L39
N 6'17'40" W
37.14'
L40
N 6.17'40" W
1 17;17'..
L41
N 15'03'58" W
173.41'
L42
N 46'21'20"IWI92.55'L43
N 28'57'57"1.0.52'
1-44
N 59'46'09" E I
78.75'
1 w. - ,
_ -.
L:1:-18 _ 1. .
j I . I .
. , * '. . . � I � .1 I.,. . I ..- . .1 I .1 � 1. 1, ..'' � I .. .... � . �''... ... I � . .
1 :._ .
i - s I., I � I I
'clock > I I G
i
IL __
_ I
- - Lot >g a
- - r'
- �: Phase 1
I i 17 / i
8/ock 1 I I ���. !T'�
C) I /
20 P.U.E. r I o r I / .
Phase 1.3 i ` N !�11
. .
li II
�I ��
t of l � C�.13.I t
oin . . � 16 lY a .
IP // y _
c ,, eg+lI 11 .
25' p B - /
o r, D.
_ e
- -1 _
/ J, I
. . .
_- L 1 76 8 �`� 15 r 7 Fl
-� a - - - - 59 0 1 r ELD NOTES
_ - -
J' I� 145. 6g 1 �//
/ .� 43 3 g3 39. _. .
0 7.83 ") 70 � / /I. Being all that certain tract or parcel of of land lying P and
Y 9 being situated: in the JAMES ERWIN
h j r 25' Pr. D: -1 �. l / / _ SURVEY, A-119,: Brazos County, Texas and being p E. T - I I, Y 9 Part of the .31.286:.acre Tract 1 described in
�Oo r 4 , & P.U.E.. I I 14
. the deed from Lieven. J Van Riet, Trustee to BCS Rock P
2 i . I- r / Prairie; LP recorded in Volume 11.069,
Pag.e..98 of the Official Records of Brazos. County O.R.B.G. a
C, GN i I � - - - / - .. Y ( ) and being more ,_partrcularl '
1- I I.' I !�. cr Scale. described by metes. and bounds' as follows: Y
/ / .
� I 1'. L6 0 1„=100'
- �l I I I i - "
- _ o I 18.79' T `�s Pio• �/ --inch iron rod marking the west.
BEGINNING• at a found t/2 g corner of Lot 18;. Block 1, GREAT
- - - - I W I . ( w 1 w ( o, 1 � 011, 13. OAKS SUBDIVISION; PHASE ONE as recorded. .
- - - ' ,r .`
J o �S s.� ded: in Volume 4150, Page. 295 (O:R.B.C.) and being in
20 P.U:E:-1' I 'i N I o� ; . 1 . 7 ` o �o the marking the northeast line of the sard 31.286 acre BCS Roc
_.
1.
T `no ; o 36.89 .- - �9 � ,0 r -
.
k Prarne _ LP tract
,. rn ro N r `t w �. 11.\ 0 .> 2.9s se THENCE: along the southwester) linea of said G
/ LOt 21 �.. » �. o / : R OAKS_ SUBDIVISION; PHASE ONE for the.
Lot 20 to o N r� Lot �2 N ��. I following, twenty-eight (28) calls: EAT
3. rn 1.012 Ac. d 1.034 Ac. N n � : B \ .. 1...
Alv r. res Aa 14- I I 'r I Lot .23 N o IQ ,
. S / z C T 8
/
m S r 1 S
- 1 z 1.006 Ac. N /\ 2 1 / ) 58 31 24 . E for a distance of. 153:45 feet to a found -1 2-mch iron ro
/ I 1 i . S 12 , / d for corner,
1 o N \ \ % / / \ ` 2) S 31 01. 43 E fora distance of 1 19.82 feet to a found 1/27 -inch. iron' rod .
____/ I 1 I ( in / ` /% - i 3 5 21' / for corner.,.
..� 1 / ) 30' 33" E. for a distance of 125.64 feet to a found 1
_- -- �. <v 1/2 -inch iron rod for corner,
- - c-- 16' P.U.E. I I . w z Lot 24 , r /
. c� I 1, 1- /, ` 4) S 08' 46' 25' E: for a distance of ` 55.68 feet to a: found- ,
I 1.036 Ac. / ! .�r � , . . 1/2 -inch iron rod for corner,
�\ .
I I I : ( ' \ ' ,9 / r / / / I. I - O 5) S 46 17 21 E for a distance of 74.57 feet to a found 1 /2 -inch '
11 CLI ca _ _ /, �, iron rod for corner,
�,5 ,� I _ of � J' 11 , I i. I I \ 1 g) g 14 48, 13,, E for a distance of
213.25 feet to a found 1/2 -inch iron rod for corner,
1 16 P.U.E. ^o \ g n� C 2 I' I o I I Q' \ Lr0 r 10 i o� 7. S 28" 13' 28r,f ,r '� 36 C� J L. N o / / 8 ) W ora distance. of 28.96 feet to a found 1 2 -inch iron rod for co/ rner,J / V X67$2' - ; - - --- ---I 1- - - - - J` L=44.26- J /ry o � / / O 8) S O6: 17 39' E fnr a distance of 64.93:11 .. Z 4 L-73.31 74.'I 4 132.69 8 - . `V - �y r ( \\11��
O._' Q feet to a found 1/2 -inch "iron rod for corner;
I :15.73'
/ - G �, S 32' 33' 21".E for.
a distance
j / s 9) e of
_ _ / / / I ` , _ 63.64 feet to a found 1 /2 -inch iron rod for corner,
�� � / / X32 C4 �I C3 � L37 i.a1$3,g1%�'� / LOt 25 18.74 - - / / i I � \ c�': r
O : 10 S. 01 54 2 i W for a distance of 49
/ - �.. ) 58. feet. to a found 1/2 -inch iron rod` for corner,
1, 04Z Ac. / 12 i I i ��� 1 1) S 33' 36' 28' E for a distance of 98.55 feet to a.. found 1/2 -inch iron rod for
3 1 / �.: / corner,
l /` 91 4j, S,�an/Sfl OO'�G COC/!Z` ` _ w � � \ 1 _ S 15' 18' 52" E for a
70' R C4 <\ �6, / ( r \.\ /I i' ,� 6 ) distance of 87.02 feet to a found 1 2.-'
C O.W.inch i
/ � 1 w'S ion rod for co
- � ! ,-. _/ corner
�� 9 ,o _
16' P.U. 4 - - Y3 S 61`
E. _ i _ _ 28'
_ _ .-- r 13 E for
_ C_. � J' ry � A� ) .� distanc
30. � `.- e: of
_ $5' 64
_ �. _ � L .90 fee
_ _ '� 9 L42 •0 (i � •� � t to a found 1
.�. 6, 9 � � .. 25 Pr.D.E. � /2 -inch iron rod -for corner
3 ry io r r 4 0 ,.
F 4
e 7 o a
.o o, L� 1S � ! i � � � L2>.3' 7S 1 .) S �8' 51'. 40" E for a distance of 54.88 feet to a found- 1/2 -inch - - "�: � 1 -- L=ss.0s' 70:94' cs \ � � r 9 �'o � _ � \ � .F
_ _ O / ch iron ro.d for corn
V
9 148.0'4' o, er,
- - - /
•0 .. - - ._ 73.58' L 84 0 :..> '� 2 '�
I S f -I r-- 19 o� r L J r ,o . r 15) S 60' 09' 02" E for a distance of 89.23 feet to a found 1 /2 -inch .iron rad for corner,
1; 20 P.U.E. Jei / ' 1 3 t - _ _ _ _ `� � ^ - 9 9 / 16) S 08' 40 58 E for a distance of 7
'� L21 i o . •�
16' P. U. 7 _ - '` 3r 5 S 2.84' feet . to a found 1/2 -inch iron ro.d far corner,
1
Z 18
9 S -- � \ / / 17 S 41' 06' 16" E for a distance of 34,36 feet to a found 1/2 -inch iron rod for corner,
i I.w 7//q 1 1 I \4. 7 •\ / Lot" 26 J�. Y / / 5' Pr.D•E - - _ \ r r , )
.� r r l "j i I 1 I Q F ,fi ,# ,Z U,E - \ 1- �6' r ) 7 18) N 81' 42' 09" E for a distance of 66.96 feet to a found 1/2 -inch iron r
Q 1 i r 3 8c P _ _ J _ S• / rod for corner,
0 1 8 >:020 Ac. O / /- r i a
n 1 i i O -�/ r 3 1 S 17 01 27 E for a distance. .
I �} / r i� 57 ti; 4 . ,, , , d s ) tante . of 76.08 feet to a found 1/2 -inch iron
a l _, i \ _... / v S w.. !... " % n rod for corner,
9 �_. r 7
1 20 S . 44
1 I >k - 05 02 E for
0 Yf -. a distance
i I r ) taace of
I I I S y 56.04: fee
/ � _ . t to a found
o I .I \ n1 12_i
, _ _ r r v rich -.iron rod -
1 '1 _, / for corner,
r 1 0 p J a- I\ . r 3 - - •
/ r 0 1 r I w w G Lot 27 S _1) S 74 8 40 E for a drst�nce of 64.82 feet
r n / J, cv Co N I I w I w I � 44j \ `L� 1.198 Ac. J r t� a found 1/2 -inch iron rod for corner,
P
Q' n _r N i I cov I _. \ / / i rr 70, 1 r 22) S 38, 00 14 E for a distance of 52.24 feet to a found 1/2 -inch iron rod for corner,,
�) V - O L N W I \ � ) , 1-
/ /, to �- o to ,n o r _ o \ 6 / A r 23) S. 05 29 11 E for a distance of 56.96 feet to a found' 1/2 -inch iron rod for corner,
I / , M n Lot 34 a I� - o r2 !'a w C' 6' / , F 24 S 63' 18' S0" E for a distance of. 47.38. feet to a found 1 2 -inch iron rod for co
o Lot 33 0 M Lot 32 0 _�' Lot 31 I S \ / / .N, a ,r Lot 7 ) / corner,-
. Lot 35 ' In 1.000 Ac. to b 1.000. Ac. 0 -N 1.000 Aa M in 1.000 Ac. in a• •i � \ \ / V E.,5^\ ' 19 i aQ / / 8/ock 1 25) S 22' 56' 48 E for a distance of 146.15 feet to a found 1/2 -inch
_ � / 1.551 Aa. 2 d . tet. N 00 r\ N 6 0 P 9 - � Lot 28' �, r / ch iron rod .for corner;
,i - off: / / i 1 Z I z. ( z I `t' Lot 30 N 0 � ,001 c8 30.38' i -N 5 9 A,5 3940 Ac. �;�� Phase r, 27) N 44' 35 40 W for a distance of 105.23 feet to a- found 1/2 -inch iron. rod for corner;
1.000 Ac. o .� -5 ^ r ) 43 . 14" W for a distance of 110.18 feet to a found 1/2 -inch iron rod for corner
// i I I I I I I ? N Co \\ �� - _4� �r/ L28 C;rj >S• and /.
/ I ' 1 1 I I I 1 I I I Lot 29 \ C6 896l� i r r� 50:112. 28) S 23' 27' 07 W for a distance of. 147.76 feet to a found 1 2 -inch iron rod mark'
the most wester) corner of Lot 7,, Block 1 of said GREAT OAKS SUBDIVISION; PHASE ONE
I ,/ I t I 1 I I I i I I z 1.000 Ac. \ r ;. 9S) y
i / ' 1. L�I�Ck L. I \ n�,l r r r - sard iron rod also being in the ,southwest line of the said 31.286 acre BCS Rock Prairie,
. 20' P.U.E. I I 1 1 I I \ , ,co LP tract and the northeast line of the called 104
20 P.U.E. A .92 acre M.S. Kava described
20 P.U.E. \ 0--�-L 88.04'
r nau h tract de.,cr
ibed
9
r r m Volume 437, Page -581 of the. Brazos County. Deed Records. (B.C.D.R.);
------ --J L �' J L----�_.1 !_------1 L---- LX J I ---------I L----- 20'.P.U.E. r r
ice! 348.91' - -- -----,
IL _ _ 160.72' 37.1. 1 15.64' 142.3.6' 133.91' 162.89' 349.17' - - - - - %r - - - - - - /
- - - - - - - -
- THENCE:. N' 46' 21' 20' W along the common line of the said 31.286 acre tract and the
50.0.0 r
ii I735.14' r called 104.92 acre tract for a. distance of 1689.
- 12 feet to a found 1/2 -inch. iron: rod.
liiN 46'3g'45" W - 546..79' - /
!y 4621'20~ W 1689.12 marking the north corner of the called 104.92 acre Kavanaugh tract
I 11„ g act and the east. cornea of
7�
i i Lot 9, HOLT HILLS subdivision as recorded in Volume 261,. Page 887 (B.C.D.R.);
, I Lot 9 i .
11
THENCE. N 46 38 45 W aion ' the northeast lin '
*Nr Ho/t Hi//s. SubdivisionI. M.S. Kavanaugh 9. a of sard. Lot 9; HOLT HILLS Subdivision
for a
distance of 546.79 feet to a found 1/2 -inch iron rod marking the north corner of said L
Vo% 261, Pg. 887 '
Ca//ed 103.155 Acres of 9
�/ �` L (PLA _ Vol. 437, P . 581 and the love
' f ) i D'o'- pE: 4111 F`s -
9 r northeast corner of a County Road called Walnut Road (based on a 40' width
(NOT PLATTEO�
THENCE: _111.11 Q6' 11rg7 17f )
1-1
---, . 7 �o i I t 1 7 r
�rn E through the interior of the said 31..286 acre BCS Rock . Prairie, LP tract for
,� ( i .+., ___._.. following nine (9) calls: he
o
t
i�jI : LEGEND
i o - „ 1). N 43' 00' 33" E for a distance: of 27.98 feet to a :1 /2 mch iron rod set for corner
i / 2) 3.47:75 feet in a counter -clockwise direction
. I- ID i i. 1 2 Iron Rod Found
along the arc of a. curve having, a central.
i i O - 3/4' Iron Pipe Set angle of 62' 21' 49 a .radius
- ( - ®- 1 of 319.49 feet, _a tangent of 193.35 feet and a long
. .
/2" Iron Rod Set chord bearing S 87" 47' 03" E at a distance of 330.84 feet to a 3/4 -inch iron
Pr:D.E.- Private Drainage .E set for the Point of Tangency, / pipe
Easement
P.U.E.:- Public Utilit
- y Easement 3 N 61' 02' 03"
E for
a distance of 9
4.51 feet to
I a 1/2 -inch it
Her;
_ 1/2 -
inch
rod set far car,
4) S 73' 57' S7" E for a distance of 50 00 feet to a 1/2 inch iron rod set for corner,
5) N 61'- 02' 03" E for a distance of 70.00 feet . to a 1 /2 -inch- iron. rod set for corner,
CERTIFICATE F 6) N 2' 03" E. for a distance of 50.0
0 OWNERSHIP AND DEDICATION .
16' 0 50.00feet to a 1/2 -inch iron rod set for corner;
CERTIFICATE, OF CITY ENGINEER
7) N 61' 02' 03' E for a distance of 78.62 feet to a 3/4 -inch rr
STATE OF TEXAS /�: �. - J. of Curvature of a curve. to the left; o P se r Point n pre t for the Po
8 154,45 feet along the
, City Engineer of the GENERAL SURVEYOR NOTES: ) g. arc of said curve having a central angle
BOUNTY City of College � Station; Texas,. hereby certify that this. Subdivision Plat CERTIFICATE OF PLANNING AND ZONING COMMISSION
9 g of 08' 33' 01 ", a radius
1. ORIGIN OF BEARING SYSTEM: Monuments found and of 1035.00 feet, a tangent of 77.37 feet and a long chord bear' '
the record Ing N 56 45 32 Eat
OF B
RAZOS conforms to the requirements of the Subdivision Regulations of the City of` `.. ' �/ _ °� I „
9
+; Coile I �, .e:�.� be.arrn clan the s a distance of. 154.31 Leet to a 1/2 -inch
�., / ch iron rod set for corner, and. , r ge Station. �,.- } Chairman of the Planum and 9 9 southwest line (N 46.21 20 W) of the 31.286
We, .. 3 ;,Y .,� ovine 9 9 S 4
acre BSC Rock Prairie, - LP trac ) 2 41 18 E for a distance of 1
t recorded in Volume 83.26 feet
rs an
10914 to the
d Bevel � on
P P
opens � Z Ing _Commission of the City .of College Sta*:on he a 0
of the la - 9 hereby certify , thafi the e INT OF BEGINNING and
Y Y 9 _.
rid shown on this. plat, and..... ems' '_ - . ,, �,
designated r Hated herein as GR _ r . .. cont
F 9 SAT OAKS PHASE' attached containing 22.072 acres
, ,� fat ''was duly a 'rove 117 of the Official R 9 c es of land more or
Records of Brazos Count Texas less.
:. � 1�'''" � 1 plat, Y PP 5Y -the. Cornrrl,�sron. an the d ,
rl_4- 5ubdiviswn 'to..the Crt of Col1e e: Station, .Texas and whos --: - - , :� �` : � _
County, (O.R.B.C.) was.-:._ .
, Y 9 e Home rs _ ,,,-•. ,. � �3�,. 20 � .. used as the BASIS OF -.BEARINGS - _ _
sub_ " shown on• this fat.
1 p
� scribed hereto; hereby. dedicate to the use of the public forever, all `•' '*:
P C.. Engineer / 2. According to the Flood Insurance, Rate Mas for -
treets, alleys, arks; p Brazos County,
y p ,greenways, infrastructure, easements, and public. places Cit of College Station Texas and Incorporated
IV Y 9 r " p ted Areas, Map Number 4804] C0305E, Map : .
'� Revised Ma 16 201
hereon shown for. the purpose and consideration therein expressed.. Allsuchy 2, this property is not lac
P P y located in a Special
- edications shall be in nee simple' unless expressly .provided otherwise.
Chairrn Flood Hazard Area.
i�
P -� �; ��'� J. Notes from the Brazos County Health. Department:
9 y (0558) authorization to construct for an
: k1-1.1.1.
i � , - a.) No onsite sewn a faei.li:t
individual lot will be issued without first having a site evaluation P�
.:wner' 'Y - report on file for that individual lot.- The site evaluation must be
done by a state licensed site evaluator. _
D.) All lots served by an OSSF must comply with county and state
re ulation
regulations. No OSSF may be installed on any lot without the
'�- CERTIFICATE OF THE COUNTY CLERK issuance of an "authorization to construct" issued. by the Brazos
STATE OF TEXAS County Health Department. under the provisions. of the private
STATE OF TEXAS sewage facility regulations adapted by the Commissioners Court
COUNTY OF 9RAZOS CERTIFICATE OF SURVEYOR of Brazos Count
COUNTY OF .BRAZOS Y, pursuant to the provisions of Section 21.084
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. of the. Texas' Water Code. No OSSF drain field is to encroach.
. STATE OF TEXAS on the 100=foot.
sanitary zone of private water wells or 150
h Before me, the `undersigned. authority, on this dc, personally appeared 1, Karen McQueen, County Clerk, in and for said Count , do hereb certify
''•-� a - �'sZoY Y Y feet . of publiic water wells. A sanitary zone must be clearly. COUNTY OF BRAZOS n'
.known to me to be the person whose that this plot together' with its certificates of authentication was filed for delineated around •, '
Warnes is. subscribed to the foregoing instrument, and acknowledged to me
all existing public or private wells on the
that he executed the same for the purpose and consideration therein stated. record in my office the .-� day of 20 I4 in the: subdivision plat. or within . 150 feet of the subdivision bound
I, Kevin R.. McClure, Registered Professional Land Surveyor No. 5650, in o An cry -
Given Official Records of Brazos County, Texas in Volume f 1 C? , Page �L. _ the State of Texas hereby certify Y ) y potential ! OSSF site within a 100 -year flood plain is sub'ect
3 y s' y rtrfy that this plat 'is true and correct and was to special planning requirements. The OSSF shall be locate J
under my hand and seal on this da of »s__:' • ..
prepared from an actual survey of the d so
2:0 j;__. y property and that property markers that a flood will not damage the OSSF during a flood event,:
Witness' my hand and official Seal; at my office in B -S � Pryan,: Texas.: and monument placed under my supervisioron the ground: resulting in Contamination of the environment. Planning materials'
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L 6� `� shall indicate � how tank flotation is eliminated. g
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R `1 1(J.,\Sc,v-` / .--� ,,',.ate Wellborn Special 'Utility District will provide water service fo
/ . s ' a - `1 i~,P- " , P r the
otary. Public, Brazos County, Texas - Count Clerk
4
. Kevin R. McClure R.P:L:S. No. 5650 # ;>� , ,'�. a �-,_
N _ Y subdivision.
;; tiv Brazos Coun# ,Texas 5: All distances shown along curves are arc lengths.
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Owner: ry or:
BCS Rock Prairie, LP I I McClure & Browne -Engineering/Surveying, . Inc..
1700 Research Pkwy #240 1008 Woodcreek Dr., Suite, 103
College Station, TX 77845 College Station,. Texas 77845
(979) 260-7000 . (979) 693-3838.I Im
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