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iir//iam W. Smith, et ux \
Called 468.48 Acres � ; .
V.2533 P.315 \ °o �,
1.11 Ac. H.O.A.C.A. & (Ca//ed N 0079 53' W% Point of . ° ;
20' P.U.E. (5978/150) 20' H.O.A.C.A. & P.U.E. (0.141 Ac.) '+ Beginning Point of
N 013T'08 W •- 1409.94 20' H.O.A.C.A & P.U.E. (0.465 Ac.) Commencing
_ - - - - - - - - L�6 L �,� l . 297.03' 20.01' 100.03' 20.01' 1012.88' __
20.01' 80.02' s---- �_�_ .
----- --- --L 20' P.U.E. 158.38_• r ---274.54'-_- - -.----300.90'---.---- -`331.27'------- --__220.16'-..- ---16055'
N 02'33'25_W nl (-_:--- _ __ - 1Q' P.U.E. I�_. -.-.-. _.� _.
(-. _.-.-. rt- b
City of Bryan O 110.09' N 02'33'13" W I I I i I I I 10' P.U.E. I I I( °� �' I Scale:
Electrical Easement:r
x N I It I I I I I N 11 20 P.U.E. I I j
I 1" = 100'
r t
Vol. 213 Pg. 503 I N l- / I I : r6 1 I � I .
'�' 11 N o Lot .12 v I . I o I I o Lot 11 � 0 1 1`• 1.006 Ac es t 7 m I� '. I h
Lit 8
. °1 3 I Lot .11. bo N 1.695 Acres m : I 1 01. I • n 1.370 Acres a I o0 1 504 Acres / I—, o ( c I I
% r' •L�• � 0 v,
>_ :� M 2.018 Acres z r`
I f �Q�
� � o � 11) I I �; 1► I C14I I // '� \\ \ (I N Lot 6 j I I ,
N i --I N I /'�� C8 <�\ \ 1 1.347. Acres I rN
�r4 I � I. �• I \ .. . �� I W I I I I / //o R ��\\ \. 11 I I/ I, k^�
- oo I j //� <� \ j io I I N N LJ _ �-- - -N 01'37'08" W- - - - - -I L_ - __ 1 �,� So' o) I I I - 1 I I
- N 01 00 E- - -I- I I I o
� I h . / ti C24 \i\ \ r` r- - '_ -- - - - ,54" - _ .
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I / „�• 0W\\ to ;n - 295.93'- - - 289.3 -
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. .70, Y / I1 5p R I Co.°o I I I 1 v - r-- -L22• - --1 I ai / / / J
0 I all I I I, 20 P.U.E. a
CF 0 oG ( 1 I 20 P.U.E. I LI Z Z I I ! .LI�oCl1 �c7 ( 1 / l I� t I 1 �`' J' / / �o V
o- \ \ F ` N N /' f -I - 243.28'- - - - I . I I N/ ( I
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1 e N / 'I-, (iF ciS \ 0 O (._( -N 03'01 06 W- -'I- i-1 100' I I w I w I r / •// ;o / J / N �--
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oy /\ \ 1 . F
� I I I = N Lot 9 0)' / / : . w I .' / / I I
o r \ rte,. N 1.3ra Aces L/NE TABLE
\o Q / o� \ ui I I W I I R.O:W.. . a I Lot 10 �n d. o h� / / opo / /
�, h , Q / '--•,.- �d�sr. I w I ai I Kl; 1.717 Acres N N h / / / > , ii Lot 5 0 (I z I
. �0 16 ,�O ._� ti �, \ a b rn I .n N io N u, / 0 / 1.102 Acres / / r I I UNE BEARING" DISTANCE CALLED
6i�\��y 9, / - �_ -_ �8,2 J% c'o � *_ \ \+ I I N N N I 0 LOt T,3 -4 I N / �, // R, O " / / o I r / /
t1 J,p Q - �` >>, o sj, N to i�r 1.074 Acres I '`1 J./ ly / ' N o / r / Ll
N 86'57'25 E 83.81' N 89'04'25" E
5/ e5 9' � _` fir. ti �W'.,+p I r� n urs co I I� ca z I ! e . / /. / 1 rn / / I /I L2
s 96 / `- e�s�. �� �T \. ao n `t I Y I H.O.A Ls.E. ( I i �6 / / � ' N / . r S 00'31'35" E 100.00' S 01'35'25" W
1 �o� �p�o1 / `7---_ y.. �Y ` "_•-•-.. -�.__ ,s,� '> � \ z Z i H.O.A.Ls. H.O.A Ls.E. I 50' B.S.L. j ' / Gro 20, 1 / / ' V L3 S 89'28'25" W 213.05' N 88'24'35" W
/ -. '` , I ��.-..-.:_.. / I i--..-..-:..-.. _..-.. �•) �� p I I / / / L4 S 44'58'48" E 95.50' S 42'51'47" E
ago �``- 4n' c� F <' 10' H.O.A.E. z�h I dA 10 H.O.A.E. I I 37.87 'o / ,N v41 // / i
�� f �� 1 � = ->, - ,.. .`� o°` ?0. '�6+ I ( - - _ - - - - - - - J - - G`o �r°/ P�,. / \ 2603 ( / / /� / I 6 S 4T24'41 " E 225.00' S 45' 1 T40" W
Q 9' �` - .�`' q / ti y •.O ) L - - - - - - - 264.56. �`S// 0'/ 2> 16ti (/ / N 81'01'31" W 201.56' N 78'54'31" W
'k `-.--. - _ __` r / O c''' • • I 70.00' 200.92' 70.00' '� 70.00' �, / •Z 2•> , F� �. / ^ / , L7 S OTOS'18" E 105.64' S 05'01' "
. ", � `` �-- '�` S?15r, ' q In �c6 " Grl �S N 03'02'35" W /O 8 / I. r /� L8 S 06'26'42" W 106.93' S 08'33'42" W
_ I _ k�2: �. ' �_ b • / ? C'q I ^ N 03'02'35 W _ , �A _ /�-'� : / - / 0 / /
`Ih �, '� sr 3 - - - . � ` - -_ _ _ _ _- - - I , L9 N 89'45'08" V!� 104.49
�' _. _•� •"� F � A J o G Pawnee Crossing � / X/ / _. / . / - - S 8738'07" E
Lot 4 / �,� I L10 S 72'26 30" W 116.31' -S" 74"33'31" W` -
c`' N 03'02'35" W 151. , \ \ / '1' "
- ' 'o `0) " '. = 1.233 Acres / • / / i / 2p. I ( L11 N 79'04' 16 W 112.57' N 76'57' 16" W
lG .r1,k -..� ; �� �._. ? / G'� N 03'Q2'35 W �'� •. i \ \ /r
1 - ``' 1 s� R 70.00 I- - F� / / I I
(� ` ____ 1� ``' C p . ` - ^T / 70.00' 70.00' - 181.21'- - 121.21'. - �' �'
_ L12 N 60'07'43" W 60.04' N 58'00'42" W
p - 204.68_.- - -.- �.-.-.-. \ \
` �`--- Pcre N.O.N. 1fer - I. 049 1 � I I I -' \ ' \ 'y " // / ��j / ^ // / I I L13 N 32'20'55" W 95.45' N 30'13'55" W
__`,` 0 n cres � -`, -\ ^,� 16' P.U.E.V ` � L=28.92' \ o / ,�j \
251 SBryotro_ /\ \ �� 10' H.O.A.E. \<2� �`L -.. _ • \ Ate, "�/// / / rI`t /i i / I L14 S 42'35'19" W 144.16' S 44'42'20" W
` \ / �``_` �``� & C°n '- `'� ^` / \ \ ! / / I I I ` � / ;� t hk� ` / / L15 S 8T52'S9" W 100.00' S 90'00'00" W
/.O.A.Ls.E.- .. - .. �.. - .. _ 50' B.S.L. o /
\ \ / . - __ / \ / 0 1 0 O) I � H.O.A.Ls.E. cS c>j, /. . // ,, hpc /y C' // L16 N 02'33'29" W 123.72' N 00'26'28". W
/ �..�_ ,q, / N. w ,.� H.O.A.Ls.E. N _j \ \ -�, h r c ' N 01'37'08" W 115.95' N 00'29'53' W
\` �\ / �- ``` �`'`- NN ,. \ 6�, :' / / `V c.>`1' // / / LOt .c ' I I -i \ Lot J 0� ti ° c W 27.90' N 45' 17'40" W
-r N \ \ / / / e° / r / L18 N 4724 41
/ - -- _ ' "•---•._ ,..- � . p`L ?IrX s '`o �'l 1.083 Acres vi : ( Lot 1 N N o \ °o. 1.402 Acres \ \ / / `�' v° ° // L19 N 86'57'25" E 106.85'
\ \ / / _ _ _ `L �+� 9 S / / / /� ro / 1.129 Acres Lot .� G -a � ° /
` - ` �_` / / / V �2: F. \ �/ •/ v V / o I I I I I I o �3 1.149 Acres o �� \ // / , Jc- / / �0 N 86'57'25 E 106.85'
/rL N 88'22'52" E 1.36.56'
\\\ j l ``` - - -.._ ` - ._ \ \ \ >0, � \ ` N 14 38, m ED rn t ' \ /. /, v °� / / L22 N 05'00'28" W 182:73'
v' _ '- `-� _ 1 < 1 cot 9
c / L23 N 48'02'35" W ` 134.35'
Lot 6-R -. '`� '\ \ 1.183 Acres ,p '. /• • � 25 I OD °o - N c11 I \ / a / /
/ '- _ _ ` `' �.. �y �,. 0 •. / / 2g 67,. ` ` �� 11 0 U E. ' \ \ / o �\occ i L24
S 41'57'25" W 134.35'
�. 0 / / r/ / -248 li Block \ / / j 1 / i L25 S 48'02 35 E 134.35'
�i ` - �,'^ ON - / GP' . / .. / � 2T. -� / "
///- ` , `` ;5 g5l \). \ J>, / / _* // - L=42.37 - "1 L _ \ \ /.. // h� .1 L26 N 42'25'12" E 133.83'
-�j. � _ p Q X0, �� / O / /� lbq>. / L=18.68' - \ ,�^� /
/ �- 3r- . _ �.��y / q O -01 <'6 r 4. ,� / a'` CO, • o N 05.41' '252.69' _ \ / % ,i L27 S 42'22'34" E 142.41'
'�� 1 .C8 > ;F IJII./ //,\ •T # A\ /\ Lot 3 ! 't 1s.02' co 0-800 13" E _ 69' , 107 / / �r l / L28
/ , / A st , / 608. ` - N 41'57'25" E 134.35'
_ / Lot 8 F. \ \ �1 �� /,/ \.. \ 1.305 Acres I I d w - _ Commcre H.O:A. r- 3 , / �I /
1 `'` >,.._ 3 C \ \ / \_ � 1x , / / / \ `�Y i _ n Area �5 P.D.E: / /
--y L} / � \ 1.242 Acres \ . \ 'dry �/ \ X 1 N 1 ( 10, N 0 (5978/150) ! �'< // /,.
-"`-`__-- .- . , \ + 1,• '" rl% . �F . / � oxo `'o' oa v 1 P U. 5 41'13" E _ 5,, / , / // CURIE
11
Vicinity Map
'`TATE OF TEXAS i•�(it#T`r IJF 7 c
II _ sll�tsL. #1i= ins rum nt r _
� r1 cliA dtt�a �t11d cL� y�n�11�1=t� ft�raDn
inti tqf s dLfl ria orded in LL +rti1L tend Pam Of ;�1l3 I)t`f�iEit? I'fT lC rer_o D a
as.9,n I r 1~Hr On b
ate•
zi11t _xiPyfffl�t
ill# I c �Ei{ l C:!�f!_EE i> GUIIi Tt I:LECif�
't1LtfEUIJ� I }
- ` / \ Ar,, �S. / d ,�j / J ., ?�, I A , . i N ,� I 1.13 - - _ / , TABLE General Notes:
r.% ///, �.
.,�```-._,.�f', / \1 �s, y0 �' / /j �� //. .,ZIq p. s9. F f'F �5g$g$• a°'0 0 N I j I �1 ,-. `� G /� ,/ Q h, ,// CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG CHORD CALLED 1• The Basis of Bearings is Texas State Plane, Central Zone, NAD -83 based on
�� / 9� 9� I _ y . i ' / r g \ \ 1 � z ( . J oC,k' . , / 7 �� i C1 36'33 41 " 600.00' 382.87' 198.21' S 74'45'45" E 376.41' S 72'38'44" E the horizontal position of City of College Station Monument #136 as
v'• " established in 1994.
E /, ,- 8 rn R
�' tr.. . P / 5 �O \ , / 26._ I ,ri 1 I �`'� � %/ ', / . i / o°jy^ / C2 2T26'04" 810.00' 387.85' 197.71' S 42'45'52 E 384.15' S 40'38'51 " E
Northing: 10181432.342.
\. \ L=41.91' 16 . �� 9 6 /_ ' 1C , rn 1 . m %6' ,I y �� /
\ __ ,20 N \ •' Lot 4 ` 1 -� • _ 'I ` "� 5's �.� y / 4v C3 2'56'19" 890.00'_ 45.65' 22.83' S 30'30'59" E 45.64' S 28'23'59" E Easting: 3579119.261
/ . - - G`L \ � I 1 I o Lot t i ' J' C4
`'��� �_ .1.010 Acres '` I , - ui / � 2. No lot lies within the 100 year floodplain according to the F.E.M.A. flood
61 / j • - - , , / , 121'27 33" 25.00 53.00' 44.60 S 28'44'38" W 43.62' S 30'51 39" W
- _ / G./ \ %y � `. ,1 w o ¢ � 2.484 Acres �'� • , � �/e / Q C5 90'00'00" 25.00' 39.27' 25.00' N 41'5725" E 35.36' Insurance Rate Map for Brazos County, Texas and Incorporated areas.
-'� /ir 100 N sr / y� `- _._ _ �� ` k rn I o i E• ft / / o Community No. 480083 Panel No. 0215C, Ma No. 438 ted
Effective
v j / /'� o G1� �-//' ?G1. t o "� `` - r 'n I` _ . i' P 5 i / •' / C6 78'57'20" 265.00' .365.18' 218.28' N 42'31'15" W 336.96' date Jul 2 p
Y , 1992.
/ a I ' o °j . • ?� u^ 1Q_. ``' .` ( v N I " • p•P* 30 �e i3 P : / ' C7 41'56'53" 25.00' 18.30' 9.58' N 7701'38" E 17.90 3. Front, Side, and Rear setbacks are established b the covenants, conditions
/, I�� i ��>s h P 1I N I o 5 / Y
q. / C8 253'18'10" 50.00' 221.05' 67.20' N 02'42'16" E 80.23' and restrictions of the subdivision and are equal to or in excess of the
�`�" ` " \ \ G� �q0 i \ i' \.\ \ ,h.5. / `� `TO Q'�� -/_ r 1 1 I % i 6' '`t.�1 �Vf // / C9 33:0723" 25.00 14.45' 7.43' N. 6712'21" W 14.25' minimum County and City requirements for single family rural lots.
•__ \ _ \ 1 \ C, I -/_` . I -4 z I . _ , . �,1 $0 / i / i / C10 80 4. 26" 335.00 471.98' 284.72' N 43'24'19" W 433.90' 4. Notes from the Brazos County Health Department:
\ Lot 7 \ \ /� Lot 5 \ v 0 0��° ^` / w i i 37 / , a. All lots served b an On -Site Sewage Facilities OSSF must cam
1.015 Acres ----, ` P �+ - 1 1 I I i' i E) / / / 1 / C11 90'0 JJ" 25.00' 39.27' 25.00' N 48'02'35" V1 35.36 ) Y 9 ( ) ply
~�� ,� \ 1:993 Acres /�- ! .. _ , 4 kA 5e / "r ¢ • ( I , , - i ,, E, k ,' / 0 / C12 2'31'00" 2550.00' 112.01' 56.01' N $8'12'55" E 112.00' with county and state regulations. No OSSF may be installed on any
`'`�, \ N - I'` 5 / �\ lot without the issuance of an Authorization to Construct issued b
t,p 1. 25 2 / o •Q i / C13 2'31 00" 2450.00' 107.61' 53.82' N 88'12'55" E 107.60'
�`� �' L=48'1$' a' o _/ - `i<7• , __1
•� 5 '` Q` , the Brazos CountyHealth Department under the ,provisions of the
3 j W / r ,.. �y` �. ~ / , o I I oI 27" '29 oiled / r c ve / C14 90'00'00" 25.00' 39.27' 25.00' N 41'5725" E 35.36• p
` _ \ a. C�' D� 14 , 5� � %`--•" ._. i I - • 1 q ( ,� F S (C � / / F� J0 / C 15 83' 19' 10" 25.00' 36.36' " Private Sewage Facility Regulations adopted by the Commissioners Court
:- ti \ 0 �q� �5 �� / _ y , / / a a / 22.24 N 44'42 11 W 33.24 of Brazos County, pursuant to the provisions of Section 21.084 of the
1�1 °c to , / C16 38'57 05" 335.00 227.74' 118.47' N 66'53'13" W 223.38' Texas Water Code. No OSSF drain field is to encroach on the
,- o Q / -__ / } i • / r F / C17 3703'24" 435.00' 281.34' 145.79' N 28'52'59" W 276.46' 100 -foot sanitary zone of private water wells or 150 feet of public
�__" 1 N , C o`O 1.097 Acres \ \ / . '`"-•-••:._ �- -_ . / / P .tea water wells.
Co N t ,� __ ^ ""-ice j • I � / •tea C18 33'58'06" 25.00' 14.82' 7.64' N 2720'20" W 14.61' b.) All lots will be required to have a site soil evaluation o
-�. I 2 0 p.U.E 5206 `-� , -- ,�_ ! � I i / , " �� C19 253'29'45" 50.00' 221.22' 66.96' N &2'25'30" E 80.13' q / n file with the
`___ �` ^ 2 10 ' ` - � ''`-' I i ' ' e5 1 / r , , /� \ " - Brazos County Health Department before on-site sewage facility may
�%1 `'--- •-. -`__ • a'6 / /, .• I ' - t-oK hose 0 / / , ,C° ` ,/ \ � C20 40'30'36" 25.00' 17.68' 9.23' N 08'55'05". E 17.31' be constructed.
�- o _Zg1.18' " - `-.... � ` �` i 3? E) , Lot 21 ! ,ta 1 ro0 P 15 , "� / C21 36'04'27" 365.00' 229.81' 118.86' N 29'22'27" W 226.03' 5. Wellborn Special Utility District will provide water service for the Subdivision.
1 N
Wd on / 0 13° / C22 44'42 20 265.00 206.77' 108.97' IJ 69'45'51" W 201.56' 6. Landscape Easements which overlap Utility Easements must be cleared of all
- `._N 1�p3-4- .. -- - - _" ~ ,��' 5.5114-4`��� - � I � in .V1e1$' Pg /� 4,c-) / r,
�- "_'� - --- -84.82'- �'M1y� _.-`�` - '•0�ed 5 2_,/ \ \ 11 O/ / Re5o1 59 / / QQo``� / C23 36'52 12 25.00 16.09' 8.33' S 69'26'54" W 15.81' brush and trees, implying no landscaping or permanent structures within the
" ut:iity easements: No permanent structures are allowed in P.U.E. S. 50.00' 66.67 7. H.O.A.. Easements
_,L8 2 0ll \\ V / o L C24 253'44 23" 221.43' S 02'07 01
t along all streets run parallel to and adjacent to the
„` _`` - L7-� -_._ . ., -�` ,� 5 (0 -.�-� \ \ �� / / xA ti // 36'52'12" 25.00' E 80.00
_.� i'' -�_ � C25
` ..� .•__ ` �. -,.,__ ``�- �4µ \ / / � / G o / 8.33' S-13'40'55" E 15.81'
�`� - •` - - }�` - -� ` `� _ �.�1M` \ / - - / . " 16 09' r Public Utility Easements shown hereon. H.O.A. Easement activities and/or
_ _� \ / o etc / - C26 90:5535" 25.00' 39.67' 25.41 N 42'25'12" E 35:64' infrastructure will be referenced in the Covenants, � e` _ .._ i '� \ �. \\ / / r i h n ts, Conditions, and
...- � ` _._, - i � 9 g - _ \ \ _ ;,• _ / /�/ , 4 P. 1 \� f _ 1 -�'- � 1, 1x 01 p C27 90 00 00 25.00 39.27' 25.00' N 48' "-v" Restric '
,._ o K 5 ` /y • Q 1 -= Q s I L f !! 1 i1'F `, o- , � "t c 1 35.36 trans of .he subdivision.
`"-_�. `` .. - . _. ``'.._. `�-_. _ `1 � \ \ 81 Lo ho 0 \ �'' \ -� �I .0 ." 6.0 � - ... _ .,.. _ L F v r i ' - _ . _ - 8. All come o
02'35
--� _.
�'`' - H. O A. Lot 1 s B/ock 1 ` ` �. `'� y �.� '`' ' _ \ -... \ %� dto� 00+ P . 15 \ - '~ /)1V711 J �0 6t /�,�•.F n areas are owned- and maintained ---b the Homeowner s„= :' n-Association(H.O.A.), `and are barred from development for resale to
___ do Conservation Bufi`er -'� �' _ ``- --.�. � 6.02 ` \� Indi�sl a P9 \ \\ / I ( I- - � -',<) P E I i?=_ , _. -. _ Or � I n ` ,
_ \
` ._;,�"_ 38 E) %'y \ \\ 05th 5g1 ' \/x \-/ / l O g� �tj6 1-1 1, 3 FIELD NOTES individual owners until resubdivided as required by law.
~'' `` - �` -� `� >r E, '19 `'` �\ R 1101 Lot 20 \\ y �I 1 X. 6 Being all that certain r 9. Conservation Buffer is an easement area further defined in the Covenants,
-`` `�` -„,•„ �n Al \ / 1 g ertai tract or parcel of land, lying and being situated in the J. M. BARRERA SURVEY, Abstract No. 69, Conditions, and Restrictions of the subdivision.
- ~ ` �` � `'` �.� / `O 25 % \ i ?t =!' 20 `I`ll 0 G Il ^':f +z' ' Brazos s County, Texas and being o art of the 1037.24 Dere Tract Two described in the deed from Thousand Oaks 10. There is a minimum 50' wide drainage buffer 25' on each side Of
_ R 5 _ \ / _,, 1�) �• r _ i' 9 P 9 ( the
_` ___ • ``�� -�_ ___ __ 2 (,,llle_ \- =..._ �^ \ / . / 1 I Records
of
Company Joint Venture t. Smiting Mallard Development Ltd. recorded s Volume 4247, Page 51, of the Officio) centerline of all drainage was See the Covenants, Conditions and
\ // Records of Brazos County, Texas (O.R.B.C.), and being more particularly described as follows: g ways).
�. ! Restrictions of the subdivision for additional information.
"_ `-, �.` , ` \ \\� / / / / 1 . I .- t COMMENCING: at o found 1/2 -inch iron rod marking the northwest corner of the said 1037.24 acre tract, the northwest 11. Unless otherwise indicated 1 2" Iron Rods ore set
"- „ ` - / / \ \ \ \ - / / , / , / l 1 'i corner of the Resubdivision Plat of INDIAN LAKES, PHASE I as recorded in Volume 5978, Page 150 of the Official Records of /at all corners.
`�`��..� �_- ,_` / \ \ \ / / i / I I Brazos County, Texas (O.R.B.C.) and being in the south line of a called 76.252 acre tract described in the deed to the
�� ` �-. `� - �'/ \ \ \\ // / 5--s r ` = an ° Elj ll�llt� Bewley Trust recorded in Volume 2259, Page 19 (O.R.B.C.); - 1/2" Iron Rod Fpund
` �•�� \ \ // / I I =uciIment "L`fb""` - THENCE: S 01' 37' 08" W along the west line of said Resubdivision Plat of INDIAN LAKES PHASE 1 for a distance of 80.02 - 3/4" Iron Pipe Int
�` ` feet to the POINT OF BEGINNING;
1 �` `- ,_ '\ , Lot 19 le / I I �,. _ B - PK Nail Control Monuments set in of asphalt
/ i \�\\ \\\ / / firf+E,tlr# _,,illi THENCE: along the southwest line of said Resubdivision Plat for the following twenty-two (22) calls:
\ \ // / I 1) N 86' 57' 25" E for a distance of 83.81 feet to a found 1/2 -inch iron rod for the Point of Curvature of a curve
1 to the right;
�� \\\ Lot 18 \ \ // � • I 1 rs; t 1u,, { ;� Pr �� .i._ 2) 0382.878 f;ef along the arc of said curve having a central angle of 36' 33. 41", a radius of 600.00 feet, a tangent 1
i � \ \\ � / I. I I I _ . 2 feet and a long chord bearing S 74' 45' 45" E at a distance of 376.41 feet to a found 1/2 -inch iron
\ t . \ / / / • ! b L rod for the Point of Tongency;
Lot 17 \ \ '/ /' ( I CERTIFICATE OF COUNTY JUDGE - 3) S 56' 28' 54" E for a distance of 343.32 feet to a found 1/2 -inch iron rod for the Point of Curvature of a curve 13
to the right;
\ \ 4) 387.85 feet along the arc of said curve having a central angle of 27 26' 04", o radius of 810.00 feet, a tangent
\ I, Q County Judge of Brazos County, Texas, da hereby 9 9
of 197.71 feet and a long chord bearing S 42' 45' 52" E at a distance of 384.15 feet to a found 1/2 -inch iron
\ \ certify that thi plat was duly approved by the Brazos County, Commissioners' rod for the Point of Tangency;
Court o the day of F?'i4. , 2001. 5) S 29' 02' 50" E for a distance of 372.76 feet to a found 1/2 -inch iron rod for the Point of Curvature of a curve
CERTIFICATE OF OWNERSHIP AND DEDICATION Y to the right;
STATE OF TEXAS46) 45.65 feet along the arc of sold curve having a central angle of 02' S6' 19", a radius of 890.00 feet, a tangent of
COUNTY OF BRAZOS Chairman 22.83 feet and a long chord bearing S 30' 30' 59" E at a distance of 45.64 feet to a found 1/2 -inch iron rod for
the Point of Compound curvature;
APP R AL OF PLANNING AND ZONING COMMISSION 7) 53.00 feet along the arc of said compound curve having a central angle of 121' 27' 33", a radius of 25.00 feet, o
1, Paul Clarke, Manager Smiling Mallard Management, LLC, the general ice_ ` tangent of 44.60 feet and a long chord bearing S 28' 44' 38" W at a distance of 43.62 feet to a found 1/2 -inch
partner of Smiling Mallard Development, LTD., owner and developer of the land C,C�
pavement for reference.
2. Existing Land Use: Vacant/Agricultural
Proposed Land Use: 24 Single Family Rural Residential Lots (Greater than
1.00 Ac)
. Abbreviations:
B.S.L. - Building Setback Line
H.OA.E. - Homeowners Association Easement
H.O.A.Ls.E. - Homeowners Association Landscape Easement
H.O.A.C.A. - Homeowners Association Common Area
L.B. - Landscape Buffer
P.D.E. Public Drainage Easement
P.U.E. - Public Utility Easement
iran rod for corner;
shown on this plat, and designated herein as INDIAN LAKES UBDIVISION 11 b �-s� Chairman of the Planning and Zoning Commission of 8) S 00' 31' 35" E for a distance of 100.00 feet to a found 1/2 -inch iron rod for corner;
PHASE III of Brazos County, Texas, and whose name is subscribed hereto, the City of College Station, hereby certify that the shed plat was duly CERTIFICATE OF CITY ENGINEER 9) S 89' 28' 25" W for a distance of 213.05 feet to a found 1/2 -inch iron rod for corner; '
b .SINAL PLAT
hereby dedicate to the use of the. public forever, all streets, alleys, parks, aPPr vctd by the Commission on the � day of 200 t 0) S 44' 58' 48" E for o distance of 95.50 feet to a found 1/2 -inch iron rod for corner;
easements, and public places thereon shown for the purpose and :% :7_�- , I I, n �fi 11) S 47' 24' 41" E for a distance of 225.00 feet to a found 1/2 -inch iron rod for corner;
consideration therein expressed. YID. � - `"' Texas hereby certify that this subdivis'o I t f t 12) S 27' 04' 44" E for a distance of 324.60 feet to a found 1/2 -inch iron d f
STATE OF TEXAS
COUNTY OF BRAZOS
PBefore me, the undersigned authority, on this day personally appeared
te.! CIO - /C C , known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he
executed the same for the purpose and consideration therein stated.
Given under my hand and seal on this 8 day of TLa
g CYMIINA �. viii
�.���
Not Public, Brazos Co nty, Texas
CERTIFICATE OF THE COUNTY CLERK
I, Karen McQueen County Clerk, in and for said County, do hereby certify
that this plat together. wit is certificates Qf, auen
htication was filed for
record in my office the AX� day of J2007, in the
Official Records of Brazos County, Texas in Volume , PaOAA
Witness my hand and official Seal, at my office in Bryan, Texas.
YES" CC Q . C (�_ ;
County Clerk. '_
Brazos County, : Tezas,
&,411
CERTIFICATE Or SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
1,. Kevin R. McClure, Registered PI
the State of Texas, hereby certify that
prepared from on actual survey of t
and monuments were placed under m
Ila' an-
of the Subdivision Re ulations of the Cin of C011e a Station, a requirements
g g
13)
S 27' 54' 20" E for a distance of 386.02 feet to a found
ro - corner,
1/2 -inch iron rod for corner;
_72� rl�lan�� - __1_1� I .
14)
N 81' 01' 31" W for a distance of 201.56 feet to a found
1/2 -inch iron rod for corner;
THENCE: along the nodheost line of said Lot 5-R for the following five (5) calls:
Smiling M°I evelopment, LTD.
1)
15)
S 07' 08' 18" E for a distance of 105.64 feet to a found
1/2 -inch iron rod for corner;
N 35' 44' 24" E for a distance of 376.03 feet to a found 1/2 -inch iron rod for corner;
By:
' Mallard Development Management, LLC.
��
16)
S 06' 26' 42" W for o distance of 106.93 feet to a found
1/2 -inch iron rod for corner,
VJCO 1('S d correct and was
property markers
•P�1Z .
its:
Gen
Gen ( Partner
City Engine6r
17)
N 89' 45' 08" W for a distance of 104.49 feet to a found
1/2 -inch iron rod for corner;
1)
By:
Paul Clarke
City of College Station
18)
S 72' 26' 30" W for a distance of 116.31 feet to a found
1/2 -inch iron rod for corner;
N 47' 24' 41" W for a distance of 27.90 feet to a found 1/2 -inch iron rod for corner in the said west line of the
its:
Manager
1037.24 acre Tract Two, said iron rod also being in the east fine of o called 468.48 acre William W. Smith tract
19)
N 79' 04' 16" W for a distance of 112.57 feet to a found
1/2 -inch iron rod for corner;
THENCE:
N 01' 37' 08" W along said common line for a distance of 1409.94 feet to the POINT OF BEGINNING and
Q •....8.
containing 45.357 acres of land, more or less.
20)
N 60' 07' 43 W for a distance of 60.04 feet to a found
1/2 -inch iron rod for corner- .
STATE OF TEXAS
COUNTY OF BRAZOS
PBefore me, the undersigned authority, on this day personally appeared
te.! CIO - /C C , known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he
executed the same for the purpose and consideration therein stated.
Given under my hand and seal on this 8 day of TLa
g CYMIINA �. viii
�.���
Not Public, Brazos Co nty, Texas
CERTIFICATE OF THE COUNTY CLERK
I, Karen McQueen County Clerk, in and for said County, do hereby certify
that this plat together. wit is certificates Qf, auen
htication was filed for
record in my office the AX� day of J2007, in the
Official Records of Brazos County, Texas in Volume , PaOAA
Witness my hand and official Seal, at my office in Bryan, Texas.
YES" CC Q . C (�_ ;
County Clerk. '_
Brazos County, : Tezas,
&,411
CERTIFICATE Or SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
1,. Kevin R. McClure, Registered PI
the State of Texas, hereby certify that
prepared from on actual survey of t
and monuments were placed under m
INDIAN LAKES
SUBDI'IrSIO.M. PHASE III,� i
45.357 ACRES
J.M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
DECEMBER, 2007
SCALE- 1 " = 100'
Owner: Surveyor:
Smiling Mallard Development, LTD McClure & Browne Engineering/Surveying, Inc.
3608 East 29th Street 1008 Woodcreek . Dr., Suite 103
Bryan, Texas 77802 1 College Station, Texas 77845
(979) 846-4384 (979) 693-3838- . 19M
10620003-FP.dwg Me I
-h .I-��n
21)
N 32' 20' 55" W for a distance of 95.45 feet to a found 1/2 -inch iron rod for corner;
22)
S 42' 35' 19" W for a distance of 144.16 feet to a found 1/2 -inch iron rod marking the common most northerly
corner of Lot 5-13 and Lot 6-R, Block 1 according to the Replat of Lots 5 & 6, Block 1 of INDIAN LAKES
SUBDIVISION, PHASE 1 recorded in Volume 7819, Page 165 (O.R.B.C.);
THENCE: along the nodheost line of said Lot 5-R for the following five (5) calls:
1)
N 47' 24' 41" W for a distance of 589.78 feet to a found 1/2 -inch iron rod for corner;
2)
N 35' 44' 24" E for a distance of 376.03 feet to a found 1/2 -inch iron rod for corner;
3)
S 87' 52' 59" W for a distance of 100.00 feet to a found 1/2 -inch iron rod for corner;
fes ' - . Surveyor No. 5650, in
4)
S 35' 44' 24" W for a distance of 305.18 feet to a found 1/2 -inch iron rod for corner;
VJCO 1('S d correct and was
property markers
•P�1Z .
5)
S 87' 26' 31" W for a distance of 240.32 feet to a found 1/2 -inch iron rod for corner, said iron rod being in the
east line of a 1.11 acre H.O.A. Common Area as recorded in Volume 5978, Page 150 (O.R.B.C.);
.
" r ound.
THENCE:
along the east and north lines of said 1.11 acre H.O.A. Common Area for the following three (3) calls:
�,
1)
N 02' 33' 29" W for a distance of 123.72 feet to a 1/2 -inch iron rod for corner;
-
NKR-.
2)
N 01' 37' 03" W for a distance of 115.95 feet to a 1/2 -inch iron rod for corner;
E�1� R. McCL1RE
°°•°°'<°,."°•'..r. °.
3).
N 47' 24' 41" W for a distance of 27.90 feet to a found 1/2 -inch iron rod for corner in the said west line of the
1.°".°,°
5650 :
1037.24 acre Tract Two, said iron rod also being in the east fine of o called 468.48 acre William W. Smith tract
-0 v
'%.OP,,E
described in Volume 2533, Page 315 (O.R.B.C.);
s O�P'•Q
... 0
'9
THENCE:
N 01' 37' 08" W along said common line for a distance of 1409.94 feet to the POINT OF BEGINNING and
Q •....8.
containing 45.357 acres of land, more or less.
INDIAN LAKES
SUBDI'IrSIO.M. PHASE III,� i
45.357 ACRES
J.M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
DECEMBER, 2007
SCALE- 1 " = 100'
Owner: Surveyor:
Smiling Mallard Development, LTD McClure & Browne Engineering/Surveying, Inc.
3608 East 29th Street 1008 Woodcreek . Dr., Suite 103
Bryan, Texas 77802 1 College Station, Texas 77845
(979) 846-4384 (979) 693-3838- . 19M
10620003-FP.dwg Me I
-h .I-��n