HomeMy WebLinkAboutDrawingsY LNE
Oct 28,2002 71:4327
..Undian_lakesyhase_one_1023.dg Oct. 28, 2002 11:43:17
LOT LINE
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TABLE OF LAND USE BY PHASE
Phase Na
Acreage per phase
R.O.W. Acreage per phase
Na of lots pier phase
Phase 1
401.03 Acres
30.44 Acres R.O.W.
85 Lots
Phase 2
95.97 Acres
14.03 Acres R.O.W.
46 Lots
Phase 3
43.47 Acres
5.27 Acres R.O.W.
14 Lots
Total
540.47 Acres
49.74 Acres R.O. W
145 Lots Total
LI T ABLE
LINE
BE
LENG
L 1
N6320 57"E r
_
22.80'
L2
N051J404 "E
277.02'
L3
N8455 56 W
15.00'
L4
S0273 *E
70.00'
L5
N87'46'32 "E
.15.00'
`L
S237933_E
120.83'
L
N454556 E
15.00'
L8
S29 42'03 E
82.17'
L9
N813658 'W
135.52'
L 10
S331131 "W-
139.35'
L11
SOS 3013 1 W
75.00'
L12
S207e : "E
6280'
L 13
N00 42'13 "W
90.50'
L14
S005555 E
108.13'
L37
N0042'13 'W
90.50'
z
M u.�' "„ a .
rl t t 5 4 R W15
CURVE TABLE
DELTA
RADIUS
LENG7N
BEARING
CHORD
CI.
5676'08"
850.00'
1 837.24'
N785822 »W
803.80'
C2.
234929'
:`850.00'
353.45'
N385034 'W
350:.91'
C3 I
1658'43"
• 650.00'
251.88'
S35751 f "E
250.96'
C4 I
20'00'00"
85000'
296.71,
N335432 W `
'295.20'
C
5J'40'50"
850.00'
796:37'
S50 4457E
767.56.'
C6
41'3346"
850.00'
616.60'
..N56 4829 "W
60117"
C7
2348'05 "..
850.00'.
353.10'
54755.38 E
350.`57'
:C8
1359'02" `
850.00'
207.46.'
N5250'10V
206:94'
C9
383901' :
850.00'
573.39'
S657009"E
56258'
CIO.
59*0002 '
1000.00'
4029.75'
N6600'19 E
984.86''
C11
37'12'31"
84500' +
- 54875'
N175403 "E
539.16'.
C12
559'39"
400.00' -
.41:85'
'SO204'15 "W
41.8X
CI3
4472'05"
'- 200.00'
154.87'
:S2.3 <:
151.03'>
C14
' 437)4'12 ",
- 40000' -
' 306.69'
N23'45'34. "W ;
293.66'
CIS
6350'44"
850.00'
947.17'
- S26*IO`M'W
898.92'
C16
1475.39 ". -
850.00'
211.56'
N017233:E
211.02'
'C17
2852'36 ".
850.00'
>428.40'
S0555'55 "E
423.88''
C18
,4 36'58"
- 850.00'
216.83'
'N13 '63'45 "W
16.25'
C19.:
6230'10 ".
300.00' _
327.26'
N363628 'W
311.28'"
C20
43 3124"
.200.00'
151.93'
S8872'45 "W °
148.30''
C21
25 4034"
' 406.00'
179.26'
S3173 -47 E
177.76 -
C22:
68 41:51 "
200.00'
239.80'
WS6.34'39 'W
225.69'
C23.
684151"
°200.00'
239.80'
'N1207'12 "E
22569'
C24
7670'10"
200.00' :
_ 265'88'
50873'02 "W .
246.73'
C25
'34 07'06" ,
` 400, -60`
238.19'
NWW'58 'E _:
234.69'''
C26
797314 ""
` 400.00'!
134.19'
N1032'12 "W
133.56'
C27 ,
18 30'26"
°600.00' -;
172.86'
S4543'11 "W
172.27
C28
'7 32'33 "'
`1006.00'
13!.64'_
S33 41'41 - - "W,
131:55' :
C29
,187J5'26" `
.600.00'
'189.44'
S20:5242 "W .
188:66' ;
C30
1.777:58"
`40000
121.94'
N617601 "W
121.46' >
C31. .
427758
400.00':
296.47
S48.46'OfE
C32
- 2;31'00 ":.
850.00'
. 37.34'
N81N810 5
37.33' •''.
C33
250458"
2500.00'
1094.45'
N79V2'56 7E
1085.73'.
C34'
2233'58"
'250000'
984.64'
'577'4726 "W.
978.29'
Nearest Comer a
f Prop 0
IA.
C Liml Line of C61
0 Ilege
No
proximately 3460' No ea
280
DEER PARK SUBD V SION,
- T - r D
e) 4 n PLA E
LAJ /* VOL. 22 1, PG. 295 r
Wo
",Vv. v v A A- (SU
%A1 0 k I\ Z,
3: BDJVJDE0�- VACANT)
20' DRAINAGE
0
BEWLEY TRUST
20' DRAINAGE _i`4...II;.,UTILITY EASEMENT
U TRACT UTILM"
EWLI!Y. TR` EAST HALF. 157.6 A6RE N
1RON ROD (SENT) 270
290,
- OL. 2259. PG. Barbed Wire
N 9F'"'25"E-5611.55' -
CALLED, 76.252 Ac.'
(UNPLATTED)
V (RURAL,- VACAW)
41-
x 6"d Vfine -- - - - - - I
61. 20' Prlypti Trail —_ - I
.
Fence
- - - - - - - - 280
(RIURA - - - - - - - - - - - - �77
7N
�AQuILA SIM)THWEST PIPE1JNE C-1-
- ------- 30"MOE'PIPELINE EASEMENT
VOL 1943. PG. 01
v,
V9
--- -- -- UkTER&)' V
LOT 6 06 , , - I - _&
(aARRERA
Ab lq. k A A r A
0) ci l 02
to
'�OT 7
J M ,
co 1:,<r
BLOCK BLOCK 5 0q.
119 LJ \A
7 IVI
256
U) C� Y 9 ij
1.61 AC. �q
, -4 . I I
A
CD Q C'i 4' Wat"ne
t A%UL ACCESS ROAD 9 !�g � p'.
Ln �4 P Z A Ir A
Oil 169.5�8
k A
(A V, U F
8, _J
0
a 8 9 C� _J C � _1 CIIi
Barbed
C
46" Cop.
290 Fence A
1V
Co A
12 w - �&A
`wQ. 36'
58' 1 . -6.42' RESTIVO
106.42'
NX I \ - I, - - ::� :: '\ \.. M , n % 1 CALLED. 16.68 Ac.
_j 10- 46 Cm 16. 7777
1 (70' P_
It �I I r il�) - , , '' \4
V A to . . -i llf dl�i % VOL. 1612 .PG. 254
tki ) I.
Pvn )lVOL, 292 PG. is)
9�
leo bd
N
- - i�� TTEDY
;n Well A Ifo (UNPLA
IL P (R URAL-�, VACANT)
I ?
J P.
F
0
r 17
46
.
7
11.90'j VA"
11 - 1 � -, - - 7 0 \
4iI I i . ! , :w, e 1,
i 1 '.41 1 %
Alp k
W
Vt
1A t
t 00
r -1
71. L
%
48'
08
0A p
6X C,
It.
LOT.23 L-
z
I LOT '26
"'N", 5
V
C,4
K t1 ABLOOKIR Lit"
BLOC 6 �
" i DONALD E, FELTZ
R
C
2.70 AC. 2.60
CALLED 16.67 Ac.
e 1".
0
Cfi
VOL. 1190,� PG. 303
I Ln
(VOL. 299, PG. IS)
I 482.7�' C.?
1
<
E
- 4 -VACA
'tali (RURAL NT)
(UNPLATTED)
LO.T 27
co N
LOT
2�
qk, Ik
�j7
5�
C)
AC
ED ' I 1 -1 1
B�oc 11 y4w w
7-5 A�
CP
N, V
, -; , i �:
427 Cinb L j
' Chi
0� ro
r3 -
0[ kz=_
z --- O_ i
N N 4-gav,
7 vea— t� I :,� ),��
5
10
(24' PVTMnt.
1 7�
8
vv\
f CLOCK
M
f.72 AC.
(7 N
/Ir LOT 11
W
I \, , , , ". . t, 0 y
0
BLOCK
LOT 7_1
C4 Bl_OCK I
SCALE 1 200'
9 � ll� N �� )F,�;
2.71 AC. t36. _"Oy
A -� YA Ar.
v wil
T - )
1 '�9 AC
A�; lob .1 6. 40
P11
< 'I ),\)\ 0?
C is w X;1 - il
- N�
LOT 3
- \ i 1 . 1' . % 1-= - .
47Y V
C
1,014140 IN CONCML�E
Bit-011* 9
-7 N
12.58 `AC.
10_ 4
N
vv qk
<
E Lfv�
-C 0 , '\N �, '5 \
FOUND (AS DESCRIBED)
-.0-
wr, 7 IRON ROD
0 Illy
0 4t \ 1 9 4 W N
Y 17 ?,
n ,
tat
CAP, 0
112 IRON ROD SET WTH
Q.,
IRUNOFF
Troll' PROPOSED DIREC77ON OF DRAINAGE
V �s,
'N"
C '. 1_� 1% % % , 1. �; k N — A -- , ;,.-.
t, 0 ___ - 0 47b. -
'LOT 14 PrivoK
PHASE UNE
own=
J
Cb BLOM I
0-
> BLUE LINES-INDICATED BY QUAD
N,
7
c N, CT LINE
b\ i - 4D 1 1 �'- " 2. -:� " "" -- ,I;,�`N , * 1,� - , \,
- 1 __ '% r1ft . N.
__0
X (FOR DBJNEA77NG LARGER DRAINAGE FLOKINES)
' AC
0 z RESERVE 7RA
t L r) N
r
(L
fth
It 7
SURVEY LINE
T 4 T
4 LOT 7,
RIGHT OF WAY CEN7ERLINE
BLOCK.6-
; - PROPERTY LINE
1.70 AC. (SUBJECT BOUNDARY AND ADJOINERS)
41 i'fk
LQT 5
15:AC
LOT 0
21,
BLOCK BLOM 8
4j&
LOT! 15 -v
3.29 Ac--_
jr-i 13LOCK 1 -- At. J DrWRE
L41 10. 71' LOT\,S 7O -
.574.
OARBE FENCE LINE
20 Alq. 4 CCESS�RQAD 6*
3
BLOCK
0
1 02, i Vitt 07 A('
'L rf:vu. U A
Co
Ld %Mt % . v . - VA
It
421, \7 e
1 BLOM 8 N
N 1.72:AC,
f45.46'
i Trad. One
52, t
290
e RE'
r
1 0 AW
TANK BA114M
LU ll$
C n
LOl,9
4 �
up
10 BLOCK,8/
280 'n
U
�
Ld 'OD
LOCK A
> , I N I ,f / - f, I 1 ,.,-- / 1 1 1
Z
7 99 A
0
t
t 4k, 7
4
q, < An
Ld .9 f q
'
V
Al I
TABLE OF EASMENTS
Esm t. No.
Easement Description
Recorded in
I I
ESM t. I
: FERGUSON BURLESON COUNTY GAS- GATHERING SYSTEM
VOL; 2065, �PG. J8
Phds6_j-4�MP0Avf4_
M' PIPELINE FASENENT
O.R.B.C.r
Esm t. 2-
AOUILA SOUTHWEST PIPEUNE CORP.
VOL.
JO' WIDE PIPELINE E4SEMFJVT
_aRIB. C. T
ES . mt. J
WLL14MS:,C0MMUN1CA7?ONS, INC.,
VOL J622,-, PG. 7J.
10' WIDE EASEMENT (UNDERGROUND FIB., OP77C CABLEAMRS.)
O.R.B.C.T
Esrn t. 4
- 50' QrGO PIPELINE FASEMENT
VOL 4050, PG. 98:
'AMENDMENT TO RIGHT OF WAY. AGREEMENT
O.R.B.C.T
Esmt. 5
CITY OF BRYAN
rVOL. 2 13, PG. 50J -
6o' ELECTRICAL EAsEYENr
aRac.r
Emil 6
FRIERSON
VOL 282, PG. .197'
60' ROAD EASEMENT
0...._.. I . I
t - ".4
ow
2 - NOTES:
C �
1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED'BY SOLAR OBSERVATION.
_
_J Y' %
1 0
w I Ir' IIZON 1260 2. A PORT10N OF TH �SU I BJECT TRACT UES WITHIN THE 100 YEAR FL60DPLAIN
4�
Ld "Zo. _.fO1JND a, 014"ar/ OS
0
ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE. MAP FOR 13W
COUNTY., TEXAS ANDANCORPOR41ED AREAS. COMMUNITY NO. 480083, PANEL-
'
k
A
NO. 0215C, MAP NO. 48041CO215C. EFFECTIVE DATE: JULY:2, 1:992l ZONE
/ gy
z tt?, 00
CJ
T =SPECIAL FLOOD HAZARD AREAANUNDATED BY THE I 00-YEAR FLOOD I MP
I X_
0
Fv
S, BASE FLOOD ELEVATIONS DETERMINED.
J0 ,
P` 3 EXISTING LAND USE: VACANT/AGRICULTORAL
A
7
(T-3 40
280 1
— ---- - -- E: RAL RESIDENTIAL SUBDIVISION WITH LOT, SIZES
4. PROPOSED LAND US U
RANGING FROM 1.41 AC. TD 12 70 AC..
A
Z.
Ito
% N.
'
LIMINARY PLAT
MAS
PRE
!ON -,I--
OF
t D
VK Cb
Lor�
NOT FOR RECOR
0 k
I t
0% 1
C4
Im x - - INDIAN LAEW SUBDIMION.
A
'42'
t j UEa 41 Ile
7
97.24 ACRE T
ID %:
N
LOT 4 _�3
BLOCK 1 > hi
NP 11011
In CL. N
J':
10.04 AC. - i 1 1 ,
1 1 00
Y, A-69
z
J. KBARRERA SURVE
J. M. BARRERA SURVEY,.A--68
7
I X
0 25 -A
> "BL X
A 12- 658tAy, _/ ;_ -
LOT 0
4;
EASE)i
'3 oloo,
t RAPAM
# PI -63 H. G. HUDSON SURVEY, A-14
-P l o w. , Clft-PIPELINE &r
--TO--RIGHr BRAZOS COUNTY, TEXAS
w
101 r,, I ..e , 't, I
AMENDMENT
AGMEMENT -- ----
4 -.vOL 4050. fT.-W
# N
-..[' SCALE: 1 =200 OCTOBER 21, 2002
940.35'
\"UQUIQ PR9DU
), CTS PIPELINE
N
q _J
loo�\, Irb
tA
w
It
SHEET -2 OF 5
E flu
/oo>\, Yo
"N
EVELOPED BY:
OWNED AND D
280 - -
iJ SMILING MALLARD DEVELOPMENT, LTD.
N
%
RAZIO.� COAL LTD.
0 cl, \\ - 1 - ' , ,
I _ - I c - - :X 'oe 'V
K,0
N I t6_IqO. i I , .1, I6f 'ick 1: 3608 EAST 29TH STREET
< N
BRYAN JEXAS 77802
NG WEL_11_
-A
0 6 0 0
WELL ACCE9� 970) 846-4384
L
0 00 14
0 J�YISTI
V
ROAI)
_J J C� 00
_J C 1 :_J _C� ., I VI
_ Ci ..PREPARED BY
C-4
94
it I I
KUNG ENGINEERING & SURVEYING-
'd
cmp� 4101 TEXAS AV. + P.O. 136X 4234+ BRYANTEXAS + PH.97'9/846-62'1 2',
v. V
6
SOUTHWEST �PIPELI
4' lfbi�lm _NE-CORP.
fbf I I \ , 9 4 I _1w
MOE PE1JNE !AS]EmENr.
7
191.50 zl< C� -7
/VOL/ 1714, PG. 216
1�7
0. uck
t., 14, , PIPELINE
Ckl uu^ v-
qo�
LAND DEVELOPM -PROJECT. NAME
Thousand Oaks i397 Acre Mau
XRW DRAWING N IMBER
LAYOUT TAB
DRAWING NUMBER
Loyoutt.dorg
I Shed-2-MosW-Prefirninary-Plat-1
Phds6_j-4�MP0Avf4_
H:\Land Projects. R2\Th'ousar)d Dckks 1397 Acre Tract\dwg\Master\Phase 1-3 - 56t52 PM CDT
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t �.: • r ' I�' to f 'h
t
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1 i
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r I
1
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A
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r
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f.
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,
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q 4
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1 :Lj ,
D 1 3 9494 0 , ,
1.. r.
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y •� „ -_ _ 1� -. i a 3c: -' .ems.;"',.-; -. - - .. >4 \ \
f P 1 - 7 1 78 -
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_. _
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.. !' is ., ., .
�Yi 9 7t .:
� _ , . .. __ . _, _, /. _ _ .. ,NSA
174 56'. , _ . , , . ..
�SDU QO i
09.4 .. r -, , -... _ _. �
, 1085. 3
.. .. ._ -. ,,. .,. .. ,. <.,: _. ._. ,;: ':c .. �,:,� ._.,• _:. i:y, �e S- .rte 7
o
.l ,. .:_: • 1..l �., a ,1i+., �,•17! �', S��
,. _ _ N
_ N N v
LAND `DEYEl.O PMENT PROJECT, NAME
Thousand 'Ooks 139TAue Tract -
XFV DRAWING NtlMWR
LAYOUT TAB
DRANnNG NUMBER'
'
- Sheet 3 Dater anino at
� ..Prpi ry_PI
Phose 1
H.
�a
nd,Pr
Proj R �T
C : _
ho
usard
a
D ks- 7
cr Tr
A e t� ,,
_ _ J a c dw \ 10 _ -
M ,
_ a r `
to P _ -
ase_ _
1.3 M P'
_ - P P.
_
7 4
2 08 0
_ 9 PM ...CDT.
_
LINE TABLE
2 7
- - - - - - -
- - - - - - - - - -
r
- - - - - - - - -
LENGTH
Ll
N6320'57
22.80'
L2
N05*04`04�!E
277021.
tJ
N845556W,
15.00'
280
S027328E
70.001 I
L5
'N874632"E
15. 00'
L6
S23*29'33"E
. 120.83'
L7
N45-4556
15.00'
L8
S_�9*42'03"E
82-17'
L9
N81 *36'58"W
IJ5.52'
LID
S3371'31'W
139.35
& A A A
0. IVI
Ir A
u I r
75. 00'
& A A I A A
S20*22'14'E
62.80'
L13
N00*42'13'W.
go. 50
L14
I V1. V L_ I r.\
108.13
L
S4755'38"E
350.57' 1
C8
1359
%a
207 46'
N52'50'10
206.94' 1
C9
J8*39'01'
t07-
C�
S6570'09"E
562.56'
C
5920'02"
1000-00'
Co
0
>
66*00'19T
984.86'
4
3772.31
845.00,
548.75'
Nl,-54'03*E
5J9. 16'
----------- - ---------
5*59
-a;:
41.85'
S02*04'15"W
41.83'
CIJ
Barbed Wire
200-00'
154.87'
S23V6'37"E
1�. U)
C14
Fence
'400. 00'
300. 69'.
N23*45'34'W
293.66'
C
JOE RESTIVO
850. 00'
94717'
iWE
C
CALLED 1 6.58 Ac.
14
850.00'
21t56'
N01:22JJ'E
211.02'
41- 4 - 4 A
28*52'36'
850-00'
LINE TABLE
Esm t. No.
LINE
BEARING
LENGTH
Ll
N6320'57
22.80'
L2
N05*04`04�!E
277021.
L3
N845556W,
15.00'
L4
S027328E
70.001 I
L5
'N874632"E
15. 00'
L6
S23*29'33"E
. 120.83'
L7
N45-4556
15.00'
L8
S_�9*42'03"E
82-17'
L9
N81 *36'58"W
IJ5.52'
LID
S3371'31'W
139.35
L11
w
75. 00'
L12
S20*22'14'E
62.80'
L13
N00*42'13'W.
go. 50
L14
SOO*55'35'E
108.13
L
S4755'38"E
350.57' 1
;> ROBERT ALLEN HALL
c 14ARRY B. FLEMING 18.307 -A VOL. 29& PG. 23 LOT 5
(VNPLATTED) (RURALr-VACANIT) 4 Baroed �fire 13RAZOS COAL. LTD. Fence i zz 0 107.349 Ac.
I TRACT 7 00 14' F05V M jp�, VOL. 1454, PG. 187 (UNPLATTED)
544- -1.9! LOT 6
(RURALf-VACANT)
88133'.5 9 I 'E� 13 Ew 4*351W I Fence -7 �21 fIr )N kw
TABLE OF EASMENTS
Esm t. No.
Easement Description
17.417 ACRE LOT
TRACT I
Of
z
Lr)
L
rif
I CRYSTAL CHEN WISEMAN
30' PIPELINE EASEMENT
O.R.B.C.T
Esm t. 2
AQUILA SOUTHWEST PIPDJNE CORP
VO. 171 4, PC. 216
VOL: 498. PG. 830:1
Ld
t,
LU
102.504 Ac.
TRACT I
VOL. 3622, PG. -73
.350.91'
10' WIDE EASEMEWT (UNDERGROUND F78. OPRC C48LE MRKRS.)
O.R.B.C.T �
Esm t. 4
(UNPLATTED)
(RURALr-VACANT)
VOL. 4050, PG. 98
t ;
__ - AMENDMENT TO RIGHT OF WAY AGREEMENT
VOL. 1228 PG. 792
Esm t. 5
C17Y OF BRYAN
VOL. 213, PC. 503
295.20'
$0
O.R.B.C.T
rE7smt 16
3: t-- E5
VOL 282, PG. '197
(UNPLATTED)
(RURAL-VACANT)
60' ROAD EASEMENT
0.R.B,C.T
850.00"
1 616.60'
N56*48'2�9"W
603. 17' 1
-C C
c6 - Z
C
1 353. 10'
S4755'38"E
350.57' 1
C8
1359
850 00 *
207 46'
N52'50'10
206.94' 1
C9
J8*39'01'
t07-
C�
S6570'09"E
562.56'
C
5920'02"
1000-00'
Co
0
>
66*00'19T
984.86'
4
3772.31
845.00,
548.75'
Nl,-54'03*E
5J9. 16'
----------- - ---------
5*59
-a;:
41.85'
S02*04'15"W
41.83'
CIJ
4422'05"
200-00'
154.87'
S23V6'37"E
1�. U)
C14
43*04'12"
'400. 00'
300. 69'.
N23*45'34'W
293.66'
C
63'50'44"
850. 00'
94717'
S26*10'06"W
C
C16.
14
850.00'
21t56'
N01:22JJ'E
211.02'
28*52'36'
850-00'
428.40"
S0555'55"E
42J.88'
c 14ARRY B. FLEMING 18.307 -A VOL. 29& PG. 23 LOT 5
(VNPLATTED) (RURALr-VACANIT) 4 Baroed �fire 13RAZOS COAL. LTD. Fence i zz 0 107.349 Ac.
I TRACT 7 00 14' F05V M jp�, VOL. 1454, PG. 187 (UNPLATTED)
544- -1.9! LOT 6
(RURALf-VACANT)
88133'.5 9 I 'E� 13 Ew 4*351W I Fence -7 �21 fIr )N kw
TABLE OF EASMENTS
Esm t. No.
Easement Description
Recorded in
Esm t. I
FERGUSON BURLESON COUNTY GAS aATHERING SYSTEM
VOL. 2065, PG. ': 38
-6_)0Pdwg',.
30' PIPELINE EASEMENT
O.R.B.C.T
Esm t. 2
AQUILA SOUTHWEST PIPDJNE CORP
VO. 171 4, PC. 216
803.80'
30' WIDE PIPELINE EASEIMEAT
O.R.S.C.T
Esm t. 3'
WLL14MS COMMUNICA77016� INC.,
VOL. 3622, PG. -73
.350.91'
10' WIDE EASEMEWT (UNDERGROUND F78. OPRC C48LE MRKRS.)
O.R.B.C.T �
Esm t. 4
50' CIrGO PIPELINE EASEMENT
VOL. 4050, PG. 98
250.96'
__ - AMENDMENT TO RIGHT OF WAY AGREEMENT
O.R.aC.T
Esm t. 5
C17Y OF BRYAN
VOL. 213, PC. 503
295.20'
60' ELECTRICAL EASEMENT
O.R.B.C.T
rE7smt 16
FRIERSON
VOL 282, PG. '197
76756'
60' ROAD EASEMENT
0.R.B,C.T
O;r5o - ----------- �401.80' W89* 17*54 720,67' Nb.,IN WNCO NOTES: ROD 1. BASIS OF BEARINGS IS TRUE. NORTH OBTAINED BY SOLAR OBSERVATION. 3/ir IRON LOT 7 I2. A POR71ON OF THE SUBJECT TRACT LIES WITHIN THE 100 YEAR FLOODPLAIN 6* 415 ACCORDING TO THE F E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS S 00* 16'24,"E 1E a a 2 L 54.78:. COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083. PANEL
7 t NO. 0215C, MAP NO. 48041CO215C. EFFECTIVE DATE: JULY 2. 1992. ZONE A
----------- =SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100-YM FLOOD BASE FLOOD ELEVATIONS DETERMINED.. IND
r A 0 I 8 -)% I-r A k A A ue IVI U V I in 3. EXISTING LAND USE: VACANT/AGRICULTURAL
LOT 8 r
4. PROPOSED LAND USE: RURAL RESIDENTIAL SUBDIVISION WITH LOT SIZES
mr- 6
240 RANGING FROM 1.41 AC. TO 12.70 AC..
tI STER PRELIMINARY PLAT
C MA
Ld 2JO NOT'FORAECORD LOT 9 or > ION )IM
ML46N
1397.24 ACRE T IS C Te A Tiw&\�q J, -69 Fehce C) 0
J. M. BARRERA SURVEY, A LOT I 0 J. M. BARRERA SURVEY, A-68 .7 H.-G. HUDSON SURVEY, A-141 I
77 C4 SCALE: 1 =200 OCTOBER 21, 2002
> LOT i I > Elf k I
OWNED AND -DEVELOPED BY: I SMILI'NG'MALLARD DEVELOPMENT, LTD. 3608 EAST 29TH STREET II Let BRYAN TEXAS 77802 -4384 (970) 846 PREPARED BY. 7 mop LoT 12 �KUNG ENGINEERING SURVEYING 41 01 TEXAS AV. + P.O. BOX 4234 +'BRYAN.TEXAS +, PH.979/846-
LAND XVELDPMENT PRWECr NAME
nwuswd Oaks 1397 � Acre Tract
DRAWING NUMBER
LAYOUT TAB
NUMOM
_XREF
w
Loyoutl , g
Shod-4-MoSt W_pMrWn'na'y.ykt
-6_)0Pdwg',.
3 9 t\ Ap r 2 \'M 08-0 7:4 9 �PM :CDT ter�\Phose 1-3 1 P.aWd: 10/ 'T , 7 ''Acre:
C I-
L DEL TA
RADIUS
LENGTH
BEARING
CHORD
C
56*26'08"
850.00
8JZ24'
N78*5822'W
803.80'
C2
'23*4929'.
850.00'
35J.45'
N38'50'34'W
.350.91'
CJ
ww'43'
85aoo'+
.251.88
S35 '11'E
250.96'
C
20*00'00"
850. 00' -
296.71 *
N334 '32"W
295.20'
C
53'40'50"
'850-00'
I 796. J7'
S50*4457E
76756'
C6
41
850.00"
1 616.60'
N56*48'2�9"W
603. 17' 1
C7
23W'05",
850 -00'
1 353. 10'
S4755'38"E
350.57' 1
C8
1359
850 00 *
207 46'
N52'50'10
206.94' 1
C9
J8*39'01'
- 850. 00'
57J.39'
S6570'09"E
562.56'
C
5920'02"
1000-00'
1029-75'
66*00'19T
984.86'
C11
3772.31
845.00,
548.75'
Nl,-54'03*E
5J9. 16'
C
5*59
400.00'
41.85'
S02*04'15"W
41.83'
CIJ
4422'05"
200-00'
154.87'
S23V6'37"E
151.03'
C14
43*04'12"
'400. 00'
300. 69'.
N23*45'34'W
293.66'
C
63'50'44"
850. 00'
94717'
S26*10'06"W
898.92'
C16.
14
850.00'
21t56'
N01:22JJ'E
211.02'
28*52'36'
850-00'
428.40"
S0555'55"E
42J.88'
C18
14'36'58"
850. 00'
216.8j'
N13*OJ'45'W
216.25'
C
62*30'10
JOO.00'
1 327.26'
N38
.311.28
C
43*31'24'
200.00'
151.93'
S8872
148.jo
,C21
25*40'34"
400.00'
179.25'
SJI:2J47E
17Z 76'
C
68
200 00'
239.80'
N563439W
225.69
C23
68*4151'
200.00'
2J9.80'
N12*07'12'E
'225.69'
C
- 76 - 10'10'
200-00'
_T
65-88'
S08:2J'n
246.73'
C25
34*07'06'
400-00'
2J8. 19'
'N16'0;`58
2.34.69'
C26
19*13'14 ,
L400.00,
134.19'
NIO'32'12'W
133.56'
C27
16*30'26
600.00'
172.86'
S45W'11*W
172.27'
C28
7
1000-00'
131.64'
SJJ *4 1'4 1 "W
131.55'
C29 118
600.00'
189.44'
S20*5242"W-
188.66'
CJO
17
400. 00'
121.94'
N6176'01'W
121.46'
C31
4227*56'
400. 00'
296.47'
S48W'01'E
289.73'
C32
2*31'00"
850.00'
37.34'
N89'40'05"W
.3ZJJ'
C33
25 12500.00',
1094.45'
N79*02'56*E
1085.73'
C
22*3j'58" 12500-001
984.64'
S77*4726"W
978.29'
1
-77
1 7. 7
�:PROFOS
o
i& -T:
'y .
40
4 - - - - - -
_
4 � `
N
X LOT I
t 3
-7� 'A
TAL C14EN MMEMAN
<; _cRys
p
"I �04 Ac.
717
1/2" RON z.)
RA I c
b
a. ,
VOL 792
0)
5a
(010LATIYED)
N
N
C mw
4
En
u n
j, RfJRA L�/,VA 6
Do (y
i r,
7
j
-im wDN eop
7 .4�� �a
rwnu in CONCRErr_
LOT 14
7Y7
In
7"
T k
x
S COAL, LTD,,
7
v
BRAZO
107.349 Ac.
TRACT 7
VOL. 1454. PG. 187
n�
(UNPLATTED) LOT 15
T)
7 (RURAL-VACAN
N
tt �c �k) lz�
kA A
r A L A
-A�Z CZ
y
Oar* Vfire
4
%J
renod Ivi u V L_ I r\
Or
Q�l
N
N
_4 N
v 1 '51
50' CIM PIPELINE EASEMENT
N CN�
AMENDMENT TO RIGIiT OF wAy C ��
%Vli I
TABLE OF EASMENTS
Esmt No.
Easement Description
Recorded in
Esm t. I
FERGUSON BURLESON COMY GAS - GATHERING sys7ru
V01 2065,. PG. - J&:
22.80'
30 PIPEUNE EASEMEW
0. R. a C. T.
Esm t 2
AQUILA SOU7HWEST PIPELINE CORP.
VOL 1714, PG. M
15,00'
30.1 WDE, PIPELINE EASEMENT
O.R.B.C.T
Esm t 3
WLL14MS COMMUNICA77ONS, INC.,
VOL. 3622, PG. .73
15.00'
io' wIDE EAsEuENr.(uNDERcRouND FIB., OP77C CABLE MRKRS.
O.R.B.C.T
Esmt. 4
50':CITGO PIPEUNE 64SEMENt
VOL 4050,' PG. 98
15. 00'
AMENDMENT TO RIGHT OF WAY AGREEMENT
O.R.B.C.T
Esmt. 5
C17Y OF BRYAN
VOL. 2 13, PG. 50J
135.52'
60' ELMRICAL E4SEUENr
O.R.B.C.r ,
Esmt. 6
FRIERSON
VOL 282, PG.. 197
75.00'
60' ROAD EASEMENT
O.R.B.C.T
; 4(W"
ZU(i L
N
10 UOUID PRODUCTS PiPWNE
N , N t , \ , I -, - I I t
Y
I M
r;
<
X LOT 16
4: ck
j 4 �4_ Tree
MLLIAMIS )iMUNiCATIONS.- INC- 7N X
_10'*VDE VE q.
foL
VOL
N,
%
IX TO
emeftE CH U m
I A
7
Ic No WILIJAM!
e, f
J <
S CO %
1 E M M
s Com Imar.
N,
'V
376
C
IN
IN en tABLE- (SUPJED)
- - - - - - - oI
- - - - - - - 3i2i
t �.AOU`ItA SdUTWEi�VVWN� %
VADE PIP"E ENT 711 �4
ar MON 43-'281Y 1 6 6- 5
N
ROO F04NO _S1
_WL 1�14 PJAISIT L
r6u 10 IN CON
6N 01L. PIP9UlNE 3/4?' HM
" %
LINE TABLE
Thouwnd Oaks 1397 Aaa Trod
LINE
BEARING
LENGTH
Ll
N6J*20'57E
22.80'
L2
N05*04'04'E
277 02'
LJ
M845556"W
15,00'
L4
S027J'28"E
70. 00'
L5
N8746'32'E
15.00'
L6
S23*29'JJ'E
120.8.3'
L7
N45*4556"E
15. 00'
L8
S2912
82.17'
L9
N81'J6'58'W
135.52'
LID,
S33'11'31"W
139.35'
01
S08-30'2.3*1y
75.00'
L12
S20'22�14"E
62.60'
LIJ
NOO�42'13'w
90.50'
L14
SoOl55'j5*E
108. 13'
L37
NOO
90.50
N
N�,
I/Z, mWem 7 1 If
N
5 7Z
06r I I I
4
N
7
�'44
N I , , -,[� - K& , - , - -v i, -
6
-v
y
4 I_
-c
I
z
I. - IF tj
Q 4 !A -1
v2 W - X
11 ih I
36 y L
ug q c -
Ld
th N X" z
& 26&
V
16 7 c*p.
L
2#a
I t -
A!
-A
1
L
X
v
> N L 7
N co
1
-A N
N
C3 1 - <k V ul
0-
A
0
(L -LI
0
z
W V
Ld Bo x
AC
X 147 IN -,--4
_
w
1 n
S&
<
X : \ ------- -
km-
A
Q!,
ICRIM V hief Rw
A 240
(low
%
N �
's
X
230
N, %
4�
f 7�
/ 6
4;
A
4 Jn
:,4
%
U) 1�
z
"p,
CURVE TABLE
Thouwnd Oaks 1397 Aaa Trod
#
DEL TA
RADIUS
LENGTH
BEARING
CHORD
Cl
5626'06'
850-00'
83Z24'
N78*5822"W
803.80'
C
23
850 00'
353.45'
_"N38tO.54"W
350.91'
CJ
1658'43'
850.00'
251.88'
S3525'11'E
250.96'
C
20
296-71'
N335432
29520'
C5
SJ*40'50"
_7"E
.767 56'
C6
41'33'46 .
850.00'
616.60'
N56*4829'V
6&j. 17'
07
23'48'05"
850-00'
353. 10'
S47*55'36"E
350.57'
C8
13
850.DO
207.46
N5250,101, w
206.94'
C
.38*39'01"
850.00'
573.39'
S6570'09"E
562.56'
CIO
59
1000.00
.1029.7.5
N66*00
qg4.86
CII
3772'31"
845.00'
548.75',
N17*54
5J9.16'
C12
5*5939"
400.00'
41.85'
S02V4'15'W
41.83'
C
4422`05"
200.00'
154.87' -
S23V6'3,
151.03'
C14
43*04'12'
400.00'
-
300.69'
N23
C15
6J*50'44'
850.00'
947.17'
S26.10'06.W,
898
C16
14*15*39*
&0. 00'
21t56'
NO I 22'j3"E
211.02'
C17
28*52'36"
850.00'
428.40'
S05 *5555"E L
42J.88'
C18
1'4*36'58'
850.00'
216.83'
NIJ
216.25'
C19
62*JO'10'
300. 00'
32Z26'
N3836'28'W
311.28'-
C20
43*31'24"
200.00'
151.93'
S6822
148.30'
C21
25'40'34'
400,00'
179.25'
SJ 1 *234 rE
177.76'
C22
68
2oo.00l
2jg.80
N5634'39'W
22569'
C23
68W I'S
- -
239.80'
N12*07'12
225.69'
C24
76*10'10".L
2oaOO'
265.88'
S0673'02'W
246.73'
C25
34*07'06"
400.00'
236.19'
N16'07'58"E
234.69'
C26 1
1973'14"
400. 00'
134.19'
NIO*32'12"W
133.56'
C27
1630*26'
600. 00'
172.86'
S4543*11"W
172.27'
C28
7*32 ,
1000.00'..
131.64'
41,41"WL
S,33*
IJI.55 L
C
18
600. 00'
189-44'
S20*5242"W
188.66'
CJO
172758
400.00'
121.94'
N6176'01"W
121.46'
C3
42*2756'
400.00'
296.47'
S48*46'01"E
289.7J'
CJ2
2*31'00'
850.00'
37.34'
N89*40'05"W
JZ33'
C33
2519458*
2500. 00'
1094.45'
N79*02'56E
1085.73'
C 122'33'58'
12500.00'.
984.64'
S77*4726"W
978.29'
LAND DEVELOPMENT PROJECT NAME,
Thouwnd Oaks 1397 Aaa Trod
XI?EF DRAIMNG NUMBER
tAYOUT TAB
DRAWING NUMMM;
LaymAtdn
Shad-5--Modw-Pral iTinaiy_mat
ft -6_Wp.dWg
aft-'
p t
t
- s - �hq se �.40/�20/2.00 : �07.49 P M: C D T.
- .Ac e oc ��lwg\ er
q opl. (�Jec s j 39 7 . r.* Tr 1 MOP
Md
. . ........
. ...... ... ... ......
i
s
f,
i` i,
O N
IN DI A N P H A S } A SU
VI J:
. ,.. ..... S
S ITE MAP
S H E E T S BEWLEY TRUST
.252 A I BEWLE TRUST
CALLED 76c. � EAST HALF OF 157.6 ACRE TRACT j
VOL. 22 PG. c. IUNPLATTEDI
( RURA
(UNPLATtED) (RURAL-VACANT)
(RURAL - VACANT)
N
As a �
I
I � �
•I I
SMILING MALLARD DEVELOPMENT, LTD.
€ I REMAINDER OF 1037.24 AC.
TRACT TWO
- 18 \ ! VOL. 4247, PG. 51
(UNPLATTED)
I M I
(RURAL-VACANT)
ESA VER E IVE
F
S .M. KLING
� '..a 2003'
° Fe s
9 . P s t °�
s% '
FATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Paul Clarke, known to me to be the
parson whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the
i
some for the purposes and considerations therein stated.
Given under my hand and seal this day of -- - - - - -- 2002•
Notary Public in and for the State of Texas
�KARIN S. GOLEPriAW Printed Name:- - -1 \ - � - - --
w Notary Publ Stale o m
f Tas My Commission Expires:
"� My Commission Expire&
DECEMBER 2, 2003
CERTIFICATE OF SURVEYOR
f, S. M. Kling, Registered Professional Land Surveyor No. 2003, in the State of Texas, hereby certify that this., plat
is true and correct and accurately represents the lines and dimensions of the property, was prepared from on
actual survey of the property made under my supervision on the ground, and that it indicates all easements as
they are visible on the ground, and that there are no encroachments, conflicts or protrusions, except as shown
hereon.
- �-lq r
s r TF • - -------- - - - - --
y
S. Kling, A R No. 2003
A PROVAL OF THE PLANNING AND ZONING COMMISSION
Chairman of the Planning and Zoning Commission of the
City of College Station, State of Texas, hereby certify that the attached plQt, duly filed for approval with
tt lanning 81 Zoning Commission of the City of College Station on the _ _day of
_' CS�----- - - - - -` 2002.
Chairman, Plannyy��g & Zonl g Commission
City of College Ction, Te s
APPROVAL OF THE CITY ENGINEER
% -- _ -__ -, City Engineer of the City of College Station, Texas, hereby certify that
this subdivision plot conforms to the requirements of the subdivision regulations of the City of College Station,
Texas.
- / -- --- - - - - --
City En sneer, City of College Station, Texas
/
CERTIFICATE OF COUNTY JUDGE
County Judge of Brazos County, Texas, do hereby certify that this plat was duly
approved by the Brazos County, Commissioners' Court on the _JP f� day of ----- - - - - --
2002.
County dge, Brazos Co y
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
I, Karen McQueen, County Clerk in and for said cKyn�t do hereby certify that this plat authentication was filed
for record in my office the _�� do f �11 2002, in the Official Records of
Brazos County, Texas, in Volume Page _ __
- - - -- - -- -- ----- - - - - - --
Karen McQueen, Cou Clerk, azos C u ty, Texas
y .
21
\1 2 3
-20 - -- - - -- - - - -- - - . _.._. - -�- ' _. - - - - -- - -- _ - -- -- - - - - -- - - -- - -
8
5 SHOFVI 4
19 co I 7
�O 9
I 18 S
li 8
� II 7 6
o I 16 17 8A 9
1 `
7 'o? ' 10 ;o D
10 11 I n L
Lj
121 13 p
0
1A - INOIg K - 14
I I 5 1C FS DRIVE - -
' \ CT \�
6 � ' 2 c1, �' �►
xmda� I A
�� � ---,._ 4 ®103 5
N to _ __ 4 - t - - _- - -- - ASE 1 - - - - -� ��� w
sgcvz
> 6 a
Cn
c0 n oo 11 7
I�
4 8
_ 14 -
LO 14
, �, o
DAKOTA RIDGE DR. _ tiv GF T AI '
1- R. 9
L� I o ^ � m
LAj Cl) N
Cn - 19
I
6
3 W 20
0,
I 7
oI 2
o I 8A 23
24
8B
1 25
I
LOT 1, BLOCK 12 , 26
(LAKE ARAPAHO)
- - 27
9
SHEET 6
FRANK B. MCGREGOR
CALLED 320 Ac.
VOL. 'P', PG. 387
(UNPLATTED)
(RURAL-VACANT)
SMILING MALLARD DEVELOPMENT, LTD.
REMAINDER OF 360.00 AC.
TRACT ONE
VOL. 4247, PG. 51
(UNPLATTED)
(RURAL-VACANT)
SCALE : I " = 500
MCFARLANE
1215.83 Ac. - TRACT 1
VOL. 1155, PG. 778
(UNPLATTED)
(RURAL-VACANT)
GENERAL NOTES:
1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR OBSERVATION.
2. WITH THE EXCEPTION OF A PORTION OF LOT 9, BLOCK 2, NO LOT LIES
WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD
INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS.
COMMUNITY NO. 480083, PANEL NO. 0215C, MAP NO. 48041 CO215C. EFFECTIVE
DATE: JULY 2, 1992. ZONE A= SPECIAL FLOOD HAZARD AREA INUNDATED BY THE
100 -YEAR FLOOD.
3. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL INTERIOR SIDE
LOT LINES.
4. 10' WILLIAMS COMMUNICATION EASEMENT RECORDED IN VOL. 3622, PG. 73 IS
DESCRIBED AS "LYING FIVE (5') ON EITHER SIDE OF THE PROPOSED
COMMUNICATIONS SYSTEMS AS INSTALLED, SITUATED WITHIN AN EXISTING CITGO
EASEMENT".
5. FRONT, SIDE, AND REAR SETBACKS; SHALL BE ESTABLISHED BY THE
COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION.
6. LAKE ARAPAHO HAS THE FOLLOWING DESIGN ELEMENTS:
NORMAL POOL ELEVATION 257.5
WATER SURFACE ELEVATION - 260.0 (ELEVATION OF THE 100YR EVENT AS
ROUTED THROUGH THE OUTLET WORKS AND EMERGENCY SPILLWAY OF LAKE
ARAPAHO).
MINIMUM HABITABLE FINISH FLOOR FOR ALL LOTS ADJOINING LAKE ARAPAHO IS
262.0.
7. THE PRIVATE TRAILS WILL BE PART OF THE COMMON AREA AND SUBJECT TO
CONTROL THROUGH THE H.O.A. AND DEED RESTRICTIONS.
8. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT:
a.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH
COUNTY AND STATE REGULATIONS. NO OSSF MAY BE
INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN
"AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS
COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF
THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY
THE COMMISSIONERS COURT OF BRAZOS COUNTY,
PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE
TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO
ENCROACH ON THE 100 -FOOT SANITARY ZONE OF PRIVATE
WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL
EXISTING PUBLIC OR PRIVATE WELLS ON THE SUBDIVISION
PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY.
b.) ALL LOTS WILL BE REQUIRED TO HAVE A SITE /SOIL
EVALUATION ON FILE WITH THE BRAZOS COUN HEALTH
DEPARTMENT BEFORE ON -SITE SEWAGE FACILITY MAY BE
CONSTRUCTED.
c.) ON -SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT
ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY
ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL
EXISTING WELLS ON THE PLAT.
d) SEWA FAC
TRANSP RATIONBEDS) SHALL (SPRAY
BE R
LOCATED AMINIMUM OF
75' FROM NORMAL POOL ELEV. 257.5' - LAKE ARAPAHO.
9. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER SERVICE FOR THE
SUBDIVISION.
10. 1/2" IRON RODS SET AT ALL CORNERS UNLESS OTHERWISE INDICATED.
11. ELEVATIONS ON ALL BENCHMARKS SHOWN BASED ON THE CITY OF COLLEGE
STATION 1994 GPS CONTROL NETWORK.
12. THERE IS A 40' WIDE (20' ON EACH SIDE OF THE CENTERLINE) PRIVATE
EASEMENT DEDICATED TO THE HOA AND FURTHER DESCRIBED IN THE COVENANTS,
CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION AND IS APPLICABLE TO ALL
DRAINAGE WAYS LEADING TO LAKE ARAPAHO IN BLOCKS FOUR, NINE, AND TWO.
13. LANDSCAPE EASEMENTS WHICH OVERLAP UTILITY EASEMENTS MUST BE
CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING WITHIN THE
UTILITY EASEMENTS.
14. H.O.A. EASEMENTS ALONG INDIAN LAKES DRIVE ARE TO RU ,, 4 PARALLEL AND
ADJACENT TO THE PUBLIC UTILITY EASEMENTS SHOWN HEREON. H.O.A. EASEMENT
ACTIVITIES AND /OR INFRASTRUCTURE WILL BE REFERENCED IN THE COVENANTS,
CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION.
15. THE RELATIONSHIP BETWEEN LOT LINE (ELEV. 260) AND NORMAL POOL
(ELEV. 257.5) IS A GRAPHICAL REPRESENTATION ONLY AND DG S NOT
REPRESENT AN ON- THE - GROUND LOCATION OF NORMAL POOL (ELEV. 257.5)
16. EXISTING LAND USE: VACANT /AGRICULTURAL
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL LOTS
RANGING FROM'' 1.01 AC. TO 13.85 AC.
86 LOTS
Utitit} t >rr,t
55
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. 1.17
-- __ ;
\; - -- - - -- - - -- --
SISu1'35 °E ` \
- - 574 "va
- -- =-
Goo betweer
R & CHACO CANYON DRIVE
Toe of ,t
(1 feet)
Q - - - - - - - - --- -- --
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Utititl E�i7�t
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0
0
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AG
Thousand _
' 6U' XREF DRAWING NUMBER LAYOUT TAB DRAWING NUMBER j
Layoutl.dwg Sheet- 1_Final_Plat Phase- 1_FP.dwg
Ei
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. ,..�. „ ❑=.Eh .. 1 : ='7 FiL_I TI FP Iwc.l ic, I4= = 'Iiit` tl �:c 1 17 AM C T
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I - I 40'
--� 25'
20' l l
1 20' 1 �.
lh
I,
I
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SCALE 1 " = 80'
FINAL PLAT ----- - - - - --
OF
INDIAN LAKES SUBDIVISION
PHASE ONE
401.03 ACRE TRACT
J. M. BARRERA SURVEY, A -69
BRAZOS COUNTY, TEXAS
SCALE: 1"=100' DECEMBER 12, 2002
SHEET 1 OF 7 -
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29th STREET
BRYAN, TEXAS 77802
(979) 846 -4384
PREPARED BY:
KLING ENGINEERING & SURVEYING
4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846- 62122
LAND DEVELOPMENT PROJECT NAME
OWNER'S ACKNOWLEDGMENTS AND DEDICATIONS
STATE
OF TEXAS
i
COUNTY OF BRAZOS
I, Paul
Clarke, Manager Smiling
Mallard Management, LLC., the general partner of Smiling Mallard Development,
LTD'., Owner of the land shown
on this plot and designated herein as Indian Lakes Phase One, 401.03 Acre
Truct,
a subdivision in Brazos
County, Texas, hereby dedicated to the use of the public forever all
rights -of
-way, easements, and
other public places shown herein.
Smiling Mallard Development, LTD.
By: Smiling Mallard Management, LLC.
Its: General Partner
By: Paul Clarke
Its: Manager
S H E E T S BEWLEY TRUST
.252 A I BEWLE TRUST
CALLED 76c. � EAST HALF OF 157.6 ACRE TRACT j
VOL. 22 PG. c. IUNPLATTEDI
( RURA
(UNPLATtED) (RURAL-VACANT)
(RURAL - VACANT)
N
As a �
I
I � �
•I I
SMILING MALLARD DEVELOPMENT, LTD.
€ I REMAINDER OF 1037.24 AC.
TRACT TWO
- 18 \ ! VOL. 4247, PG. 51
(UNPLATTED)
I M I
(RURAL-VACANT)
ESA VER E IVE
F
S .M. KLING
� '..a 2003'
° Fe s
9 . P s t °�
s% '
FATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Paul Clarke, known to me to be the
parson whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the
i
some for the purposes and considerations therein stated.
Given under my hand and seal this day of -- - - - - -- 2002•
Notary Public in and for the State of Texas
�KARIN S. GOLEPriAW Printed Name:- - -1 \ - � - - --
w Notary Publ Stale o m
f Tas My Commission Expires:
"� My Commission Expire&
DECEMBER 2, 2003
CERTIFICATE OF SURVEYOR
f, S. M. Kling, Registered Professional Land Surveyor No. 2003, in the State of Texas, hereby certify that this., plat
is true and correct and accurately represents the lines and dimensions of the property, was prepared from on
actual survey of the property made under my supervision on the ground, and that it indicates all easements as
they are visible on the ground, and that there are no encroachments, conflicts or protrusions, except as shown
hereon.
- �-lq r
s r TF • - -------- - - - - --
y
S. Kling, A R No. 2003
A PROVAL OF THE PLANNING AND ZONING COMMISSION
Chairman of the Planning and Zoning Commission of the
City of College Station, State of Texas, hereby certify that the attached plQt, duly filed for approval with
tt lanning 81 Zoning Commission of the City of College Station on the _ _day of
_' CS�----- - - - - -` 2002.
Chairman, Plannyy��g & Zonl g Commission
City of College Ction, Te s
APPROVAL OF THE CITY ENGINEER
% -- _ -__ -, City Engineer of the City of College Station, Texas, hereby certify that
this subdivision plot conforms to the requirements of the subdivision regulations of the City of College Station,
Texas.
- / -- --- - - - - --
City En sneer, City of College Station, Texas
/
CERTIFICATE OF COUNTY JUDGE
County Judge of Brazos County, Texas, do hereby certify that this plat was duly
approved by the Brazos County, Commissioners' Court on the _JP f� day of ----- - - - - --
2002.
County dge, Brazos Co y
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
I, Karen McQueen, County Clerk in and for said cKyn�t do hereby certify that this plat authentication was filed
for record in my office the _�� do f �11 2002, in the Official Records of
Brazos County, Texas, in Volume Page _ __
- - - -- - -- -- ----- - - - - - --
Karen McQueen, Cou Clerk, azos C u ty, Texas
y .
21
\1 2 3
-20 - -- - - -- - - - -- - - . _.._. - -�- ' _. - - - - -- - -- _ - -- -- - - - - -- - - -- - -
8
5 SHOFVI 4
19 co I 7
�O 9
I 18 S
li 8
� II 7 6
o I 16 17 8A 9
1 `
7 'o? ' 10 ;o D
10 11 I n L
Lj
121 13 p
0
1A - INOIg K - 14
I I 5 1C FS DRIVE - -
' \ CT \�
6 � ' 2 c1, �' �►
xmda� I A
�� � ---,._ 4 ®103 5
N to _ __ 4 - t - - _- - -- - ASE 1 - - - - -� ��� w
sgcvz
> 6 a
Cn
c0 n oo 11 7
I�
4 8
_ 14 -
LO 14
, �, o
DAKOTA RIDGE DR. _ tiv GF T AI '
1- R. 9
L� I o ^ � m
LAj Cl) N
Cn - 19
I
6
3 W 20
0,
I 7
oI 2
o I 8A 23
24
8B
1 25
I
LOT 1, BLOCK 12 , 26
(LAKE ARAPAHO)
- - 27
9
SHEET 6
FRANK B. MCGREGOR
CALLED 320 Ac.
VOL. 'P', PG. 387
(UNPLATTED)
(RURAL-VACANT)
SMILING MALLARD DEVELOPMENT, LTD.
REMAINDER OF 360.00 AC.
TRACT ONE
VOL. 4247, PG. 51
(UNPLATTED)
(RURAL-VACANT)
SCALE : I " = 500
MCFARLANE
1215.83 Ac. - TRACT 1
VOL. 1155, PG. 778
(UNPLATTED)
(RURAL-VACANT)
GENERAL NOTES:
1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR OBSERVATION.
2. WITH THE EXCEPTION OF A PORTION OF LOT 9, BLOCK 2, NO LOT LIES
WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD
INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS.
COMMUNITY NO. 480083, PANEL NO. 0215C, MAP NO. 48041 CO215C. EFFECTIVE
DATE: JULY 2, 1992. ZONE A= SPECIAL FLOOD HAZARD AREA INUNDATED BY THE
100 -YEAR FLOOD.
3. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL INTERIOR SIDE
LOT LINES.
4. 10' WILLIAMS COMMUNICATION EASEMENT RECORDED IN VOL. 3622, PG. 73 IS
DESCRIBED AS "LYING FIVE (5') ON EITHER SIDE OF THE PROPOSED
COMMUNICATIONS SYSTEMS AS INSTALLED, SITUATED WITHIN AN EXISTING CITGO
EASEMENT".
5. FRONT, SIDE, AND REAR SETBACKS; SHALL BE ESTABLISHED BY THE
COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION.
6. LAKE ARAPAHO HAS THE FOLLOWING DESIGN ELEMENTS:
NORMAL POOL ELEVATION 257.5
WATER SURFACE ELEVATION - 260.0 (ELEVATION OF THE 100YR EVENT AS
ROUTED THROUGH THE OUTLET WORKS AND EMERGENCY SPILLWAY OF LAKE
ARAPAHO).
MINIMUM HABITABLE FINISH FLOOR FOR ALL LOTS ADJOINING LAKE ARAPAHO IS
262.0.
7. THE PRIVATE TRAILS WILL BE PART OF THE COMMON AREA AND SUBJECT TO
CONTROL THROUGH THE H.O.A. AND DEED RESTRICTIONS.
8. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT:
a.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH
COUNTY AND STATE REGULATIONS. NO OSSF MAY BE
INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN
"AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS
COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF
THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY
THE COMMISSIONERS COURT OF BRAZOS COUNTY,
PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE
TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO
ENCROACH ON THE 100 -FOOT SANITARY ZONE OF PRIVATE
WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL
EXISTING PUBLIC OR PRIVATE WELLS ON THE SUBDIVISION
PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY.
b.) ALL LOTS WILL BE REQUIRED TO HAVE A SITE /SOIL
EVALUATION ON FILE WITH THE BRAZOS COUN HEALTH
DEPARTMENT BEFORE ON -SITE SEWAGE FACILITY MAY BE
CONSTRUCTED.
c.) ON -SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT
ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY
ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL
EXISTING WELLS ON THE PLAT.
d) SEWA FAC
TRANSP RATIONBEDS) SHALL (SPRAY
BE R
LOCATED AMINIMUM OF
75' FROM NORMAL POOL ELEV. 257.5' - LAKE ARAPAHO.
9. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER SERVICE FOR THE
SUBDIVISION.
10. 1/2" IRON RODS SET AT ALL CORNERS UNLESS OTHERWISE INDICATED.
11. ELEVATIONS ON ALL BENCHMARKS SHOWN BASED ON THE CITY OF COLLEGE
STATION 1994 GPS CONTROL NETWORK.
12. THERE IS A 40' WIDE (20' ON EACH SIDE OF THE CENTERLINE) PRIVATE
EASEMENT DEDICATED TO THE HOA AND FURTHER DESCRIBED IN THE COVENANTS,
CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION AND IS APPLICABLE TO ALL
DRAINAGE WAYS LEADING TO LAKE ARAPAHO IN BLOCKS FOUR, NINE, AND TWO.
13. LANDSCAPE EASEMENTS WHICH OVERLAP UTILITY EASEMENTS MUST BE
CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING WITHIN THE
UTILITY EASEMENTS.
14. H.O.A. EASEMENTS ALONG INDIAN LAKES DRIVE ARE TO RU ,, 4 PARALLEL AND
ADJACENT TO THE PUBLIC UTILITY EASEMENTS SHOWN HEREON. H.O.A. EASEMENT
ACTIVITIES AND /OR INFRASTRUCTURE WILL BE REFERENCED IN THE COVENANTS,
CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION.
15. THE RELATIONSHIP BETWEEN LOT LINE (ELEV. 260) AND NORMAL POOL
(ELEV. 257.5) IS A GRAPHICAL REPRESENTATION ONLY AND DG S NOT
REPRESENT AN ON- THE - GROUND LOCATION OF NORMAL POOL (ELEV. 257.5)
16. EXISTING LAND USE: VACANT /AGRICULTURAL
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL LOTS
RANGING FROM'' 1.01 AC. TO 13.85 AC.
86 LOTS
Utitit} t >rr,t
55
�lO� -e tSi€,t
. 1.17
-- __ ;
\; - -- - - -- - - -- --
SISu1'35 °E ` \
- - 574 "va
- -- =-
Goo betweer
R & CHACO CANYON DRIVE
Toe of ,t
(1 feet)
Q - - - - - - - - --- -- --
� J
7 h� Pubt _ - - -- - -- C�- - - -- - -- - - -- - - -- - - -- - -' coo
Utititl E�i7�t
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0
0
0
Z
a-,
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AG
Thousand _
' 6U' XREF DRAWING NUMBER LAYOUT TAB DRAWING NUMBER j
Layoutl.dwg Sheet- 1_Final_Plat Phase- 1_FP.dwg
Ei
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. ,..�. „ ❑=.Eh .. 1 : ='7 FiL_I TI FP Iwc.l ic, I4= = 'Iiit` tl �:c 1 17 AM C T
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--� 25'
20' l l
1 20' 1 �.
lh
I,
I
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SCALE 1 " = 80'
FINAL PLAT ----- - - - - --
OF
INDIAN LAKES SUBDIVISION
PHASE ONE
401.03 ACRE TRACT
J. M. BARRERA SURVEY, A -69
BRAZOS COUNTY, TEXAS
SCALE: 1"=100' DECEMBER 12, 2002
SHEET 1 OF 7 -
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29th STREET
BRYAN, TEXAS 77802
(979) 846 -4384
PREPARED BY:
KLING ENGINEERING & SURVEYING
4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846- 62122
S CALE 1 Oaks 1397 Acre Trod
';
LAND DEVELOPMENT PROJECT NAME
i
Indian Lakes Subdivision
401.03 Acre Phase One
J. M. Barrera Survey, A -69
Brazos County, Texas
Field notes of a 401.03 acre tract or parcel of land, lying and being situated in the
J. M. Barrera Survey, Abstract No. 69, Brazos County, Texas and being part of the 360.00
acre Tract One and part of the 1037.24 acre Tract Two described in the deed from
Thousand Oaks Development Company Joint Venture to Smiling Mallard Development Ltd.
recorded in Volume 4247, Page 51, of the Official Records of Brazos County, Texas, and
sold 401.03 acre tract being more particularly described as follows:
BEGINNING at the 1/2" iron rod set at the northwest corner of the beforementioned
1037.24 acre tract, some being in the south line of a called 76.252 acre tract described in
the deed to the Bewley Trust recorded in Volume 2259, Page 19 of the Official Records of
Brazos County, Texas;
THENCE N 89° 04'25" E along the common line of the beforementioned 1037.24 acre
tract and the beforementioned 76.252 acre tract, adjacent to a fence, for a distance of
390.39 feet to a 1/2" iron rod set at the northeast or north corner of the 50' wide Citgo
Pipeline easement as amended in Volume 4050, Page 98 of the Official Records of Brazos
County, Texas, from which a Citgo pipeline marker in fence bears N 87° 37' 23" W a
distance of 45.6 feet, and o 3/8" iron rod found in c oncrete at 24 acre tract 6 creosote post fence N 89°
corner marking the northeast corner of the beforementioned
04' 25" E a distance of 5221.16 feet;
THENCE through the interior of the beforementioned 1037.24 acre and 360.00 acre
tracts, as follows:
THENCE S 54° 21 ' 53" E along the northeast line of the beforementioned 50' wide
Citgo Pipeline Easement, for a distance of 1922.55 feet to a 1h" iron rod set in the north
right -of - way (100' right -of - way) line of Mesa Verde Drive, some being a curve concave to
the north having a radius of 2450.00 feet;
THENCE along the north right -of - way line of Mesa Verde Drive (100' right -of - way )
as follows:
Westerly along said curve for an arc length of 136.52 136.50 o f a 1h Iron rod
set at the end of this curve, the chord bears S 89
N 88° 24' 35" W for a distance of 373.84 feet to a 1 h " iron rod set,
THENCE S 01" 35' 25" W across M
south
° Verd e
right Drive
of Mesa Verde Drive. O rh for distance
f 100.00 feet to a 1h" iron rod set
THENCE along the south right of way line of Mesa Verde Drive (100' right - of - way) as
follows:
S 88° 24' 25" E a the distance
ha of
a3 to a
iron
feetrod set at
the beginning of a curve concave to
Easterly along said curve for a arc length of 269.53 feet to a 1h" iron
rod set in the northeast line of the beforementioned 50' wide Citgo Pipeline Easement, the
chord bears N 88° 33' 44" E - 269.40 feet.
THENCE along the northeast line of the beforementioned 50' wide Citgo Pipeline
Easement as follows:
S 54 21' 53" E
for a distance of 158.16 feet to a 1h" iron rod set,
S 54° 19' 23" E
for a distance of 979.45 feet to a 1h" iron rod set.
S 54° 05' 24" E
for a distance of 493.80 feet to a 1h" iron rod set,
.THENCE N 03 03' 46" E for
a distance of 410.21 feet to a 1h" iron rod set
THENCE 74° 34' 53" E for a
distance of 397.64 feet to a 1h" iron rod set
THENCE S 15 25' 07" E for
a distance of 150.13 feet to a lh" iron rod set in the
Drive (70' right -of -way) some being
north cul -de -sac right -of - way line of Calusa Springs
50 feet;
a curve concave to the south having a radius of
THENCE along the north and
east right of way line of Calusa Springs Drive (70'
right -of - way) as follows:
58"
Easterly along
iron
sale a f 25 00 chord bears
rod set at the beginning of a Revers curve having
S 46 42' 43" E - 89.44 feet.
for an arc length of 16.09 feet to a lh" iron
Southerly along
said curve
S 01" 42 43 E - 15.81 fee
rod set at the end of this curve,
the chord bears
od set at
distance
f f
S 20° 08' 49" E
for a
{ adi s of 435.00 feet;
to the southwest 9
the beginning of a curve concave
along
said curve for a arc length of 145.93 feet to a 1 iron
Southerly
set at the end of this curve,
the chord bears S 10° 32' 12" E - 145.24 feet,
1/ iron rod set at
rod
S 00° 55 35 E
for a distance of 409.13 feet to a
of 435.00 feet;
the beginning of a curve concave
to the west having a radius
for arc length of 259.03 feet to a 1h" iron
Southerl along
said curve an
S 16° 07' 58" W - 255.22 feet
3 rod set at the end of this curve,
the chord bears
at the
° s
' S 33 11' 31" W
from
fOf Cal Drive to Lakes Drived(80t
Sp
beginning of the transition curve
25.00 feet;
-of -way), having a radius of
W
right
Southerly along
Y
said transition curve for an arc length of 37.63 feet to a
right -of - way line of Indian
1h" iron rod set at the end of this curve and in the northeast
to the southwest having a
Lakes Drive (80' right -of -way), some being a curve concave
55' 41" E - 34.18 feet,
for on arc length of 178.39 feet to a 1h"
radius of 890.00 feet, the chord
bears S 09°
along
n ortheast ri ht -of - way line of Indian Lakes Drive (80' right -of - way)
the n 9
to
THENCE along
curve,
the chord bears S
35.83 feet to a h" iron rod set
as follows:
S 11 ° 49' 58" W
beginning of the cul -de -sac transition
for a distance of
curve, having a radius of 25.00 feet,
to h"
Southeasterly along
9 1 " iron
said curve for an arc length of 264.40 feet to a
along
j
rod set at the end of this curve,
the chord bears S 44° 32' 15" - 263.43 feet,
to 1h" iron rod set,
rod set at the beginning of the cul -de -sac curve, having a
S 36 01' 36" E
for a distance of 740.61 feet a
15.81
THENCE S 53 58' 24" W
across Indian Lakes Drive (80' P,,,.O.W.) for a distance of
from Indian Lakes
80.00 feet to a 1h" iron rod set
at the beginning of the transition curve
-of -way) having a radius of 25.00 feet;
Drive to Chaco Canyon Drive (70'
right
THENCE along the southeast
right -of -way line of Chaco Canyon Drive (70'
62°
right -of -way) as follows:
50"
W
for a
Westerly
along
said transition curve for an arc length of 39.27 feet
01' 36" W - 35.36
to a
feet,
1h" iron rod set at the end
of this
curve, the chord bears N 81'
1 " iron rod set
507.55 feet to a ,�
at
S 53° 58' 24" W
for a distance of
to the southeast having a radius of 565.00 feet,
58"
the beginning of a curve concave
for a
for arc length of 162.78 feet to a 1h"
iron
Southwesterly
along
said curve an
S 45° 43' 1 1 " W - 162.22 feet,
set;
rod set at the end of this
curve,
the chord bears
812.87 feet to a 1 iron rod set
at
S 37 27' 58" W
for a distance of
to the southeast having a radius of 965.00 feet,
24°
the beginning of a curve concave
44"
for arc length of 127.03 feet to a 1h"
iron
Southwesterly
along
said curve an
33° 41' 41" W - 126.94 feet,
feet
rod set at the end of this
curve,
the chord bears S
944.18 feet to a lh" iron rod set
at
S 29 55' 25"
W
for a distance of
,
to the southeast, `'laving a radius of 565.0 0 feet,
17'
the beginning of a curve concave
W
for on arc length of 178.39 feet to a 1h"
iron
Southwesterly
along
said curve
20° 52' 42" W - 177.65 feet,
to
rod set at the end of this
curve,
the chord bears S
35.83 feet to a h" iron rod set
at the
S 11 ° 49' 58" W
beginning of the cul -de -sac transition
for a distance of
curve, having a radius of 25.00 feet,
to h"
iron
Southeasterly
along
said curve for an arc length of 16.09 feet a
radius of 50.00 feet, the
chord
rod set at the beginning of the cul -de -sac curve, having a
122.64'
bears S 06° 36' 07" E -
15.81
feet
L25 S20'08'49 "E 18.98'
L26 NDO 55'35 "W 40.35'
L27 N,3,3,34'20 "E 50.18'
L28 N55'01 'l i "W 83.34'
L29 NO3'09'46 "E 75.45'
L291 NO3'09'46"E 151.34'
L292 NO9'08'24 "W 53.59'
L293 N19'04'43 "W 89.86"
L294 N25'39'29 " W 49.99'
L295 N I O 2329 "W 13.62'
L296 N23'1838 "W 56.44'
Southwesterly
along
said cul -de -sac curve for an arc length of 155.16
51' 49" W - 99.9
feet to
a 11i" iron rod set at the end of
this survey, the chord bears S 63°
N58 23'47 "W
feet,
L55
N76 20'17 "W
60.31'
THENCE
S
62°
45'
50"
W
for a
distance
of
40.16 feet to a
1h" iron
rod
set;
THENCE
S
1 1 °
49'
58"
W
for a
distance
of
294.38 feet to
a 1h" iron
rod
set;
THENCE S 65° 35' 22" W for a distance of 112.33 feet to a crosstie fence carrier
found in the common line between the beforementioned 360.00 acre Tract One and the
1037.24 acre Tract Two, said crosstie fence corner also being the occupied northeast corner
of the called 320 acre razos County Fra Texas, the he sou hwest of he ' said 360.0 8 `
acre
the Deed Records Y
tract bears S 00° 15' 38" W - 833.33 feet.
THENCE along the common line between the beforementioned 1037.24 acre Tract Two
and the McGregor 320 acre tract, adjacent to a fence, as follows:
S 89 44' 22" W for a distance of 1854.96 feet to a 4" creosote post
fence corner, 556.07 feet to a crosstie fence corner
N 02° 09' 26" W for a distance of
S 89° 32' 05" W for a distance of 622.21 feet to a 10" creosote post
fence corner r described n deed corner between William the
W. Smith 2 recorded in Vol and
ume 2533, Page
468.48 acre trt d
315, of the Official Records of Brazos County, Texas.
THENCE along the common line between the beforementioned 1037.24 acre Tract Two
and the Smith 468.48 acre tract, adjacent to a fence as follows:
N 00
29'
32"
W
for
a distance
of
1296.07 feet to
a 10"
creosote post
N 00
26'
28"
W
for
a distance
of
2924.95 feet to
a 8"
"
creosote post,
N 00°
29'
53"
E
fora
distance
of
135.56 feet to a
lh iron rod set;
THENCE throught the interior of the beforementioned 1037.24 acre tract, as follows:
THENCE S 45 17' 40" E for a distance of 1035.25 feet to a lh" iron rod set,
THENCE N 44° 42' 20" E for a distance of 351.64 feet to a lh" iron rod set in the
southwest right -of - way line of Kato Springs (70' right -of - way)
THENCE along the southwest and northeast right -of - way lines of Kato Springs
(70'R.O.W.) as follows:
S 02° 13' 28" E for a dist ance onortOh00av feet having a radius of 050 rod set 00 feet he
beginning of the cul -de -sac curve concave to the
Southerly and concave to the along
northea northeast, a
ngaaradius length
of 25.003feet,feet to
the beginning of a curve, the
chord bears N 61' 12 38 " E - 89.44 feet;
Northwesterly along said curve for a arc length of 23.18 feet to a 1h" iron rod
set at the end of this curve, the chord bears N 28° 47' 22" W - 22.36 feet;
THENCE
S
78°
54'
31"
E
for
a distance
of
421.20
feet
to
a h"
iron rod
set;
THENCE
N
25°
47'
19"
W
for
a distance
of
386.02
feet
to
a lh"
iron rod
set,
THENCE
N
24°
57'
44"
W
for
a distance
of
324.60
feet
to
a �"
iron rod
set,
THENCE
N
45°
17'
40"
W
for
a distance
of
225.00
feet
to
a 1h"
iron rod
set,
THENCE N 42 51' 47" W for a distance of 95.50 feet to a lh" iron rod set in the
south right -of -way line of Mesa Verde Drive (100' right -of -way)
THENCE S 88 24' 35" E along the south right -of -way line of Mesa Verde Dr (100'
right -of -way) for a distance of 213.05 feet to a 1h" iron rod set;
THENCE N 01 35' 25" E across Mesa Verde Drive (100' right -of - way) for a distance
of 100.00 feet to a h" iron rod set at the beginning of the transition curve from Mesa
Verde Drive to Indian Lakes Drive (80' right -of -way) concave to the northwest having a
radius of 25.00 feet;
THENCE along the southwest right -of -way of Mesa Verde Drive (80' right -of - way) as
follows:
Northeasterly along ea concave to the northeasthhaving3a0rad us t
of a lh
iron rod set at the beginning of a cure
890.00 feet, the chord bears N 30° 51' 39" E - 43.62 feet,
Northwesterly along said curve for an arc length of 45.64 feet to a lh " iron
rod set at the end of this curve, the chord bears N 28° 23' 59" W - 45'6 one t, set at
N 26° 55 49 , W for a distance of 372.76 feet to a h
the beginning of a curve concave to the southwest having a radius of 810.00 feet,
Northwesterly along said curve for an arc length of 387.85 feet to a 1h Iron
rod set at the end of this curve, the chord bears N 40° 38' 51 " W - 384.15 feet,
N 54° 21' 53" W for a distance of 327.41 feet to a 1h" iron rod set at
the beginning of a curve concave to the south ha v in g a r hius o f 615800 f a 11 iron
Northwesterly along said curve for " g
rod set in the common line between the bef �eeni ntioned W 1037.24 468.25 efeTract Two and the
Smith 468.48 acre tract, the chord bears N
THENCE N 00° 29' 53" E along the common linb a between fence e at r and stance 1037.24
acre Tract Two and the Smith 468.48 acre tract, adjacent
84.64 feet, pass a cross-tie cfenc corner, continuing of more ttalordileance of 94.36 feet
to the PLACE OF BEGINNING 9
LOT -LINE TABLE
INE
BEARING
LENGTH
L 1 T
f
533 °11 31 "W
76.32'
L2
33'11 '31 "E
76.32'
L3
11'49'58 "W
35.83'
L 4
N34 °30'16 "E
138.95'
L5
534 3016 "W
138.95'
L 6
S27'32'02 "E
60.00'
L7
N0830'23"E
75.00
L36
N20'22'14 "W
62.80'
L_9
N05'45'16 "W
97.76'
S05'45'16 "E
97.76'
L I I
S20 22'14 "E
62.80'
L 12
S0830'23 "W
75.00'
L 13
NO2'13'28 "W
70.00'
- TI 4
S23- 40'03 "W
47.99'
L 15
N0629'58 "W
84.94'
L 16
N70'00'00 "W
53.42'
L17
570'00'00 "E
29.16'
__ D8
S55
65.52'
T19
522'40'00"E
90.31 '
L20
S32 26'27 "E
79.94'
L21
S39 2854 "E
70.96'
L22
N75'04'42 "W
122.64'
L23
L24
N75'1338 "E
S3154'32 "E
116.03'
129.70'
L25 S20'08'49 "E 18.98'
L26 NDO 55'35 "W 40.35'
L27 N,3,3,34'20 "E 50.18'
L28 N55'01 'l i "W 83.34'
L29 NO3'09'46 "E 75.45'
L291 NO3'09'46"E 151.34'
L292 NO9'08'24 "W 53.59'
L293 N19'04'43 "W 89.86"
L294 N25'39'29 " W 49.99'
L295 N I O 2329 "W 13.62'
L296 N23'1838 "W 56.44'
N 14 '15'43 "W
L297
L298
L299
L300
S51 *40'50"E
S2354'32 "E
N66'0528 "E
S66'05'28 "W
284.23'_
70.00' _
77.25' _
77.25'
LAKE
LOT -LINE
TABLE
LENGTH
L85
ING
H
LENGTH
L86
4'22 "E
25.00'
L87
5'331
178.81'
L88
4'19 "E
W
132.31 '
L89
8'02 "E
202.89'
L90
'06 "W
63.35'
L 91
3'06 "W
92.08'
L36
N18'00'58 "W
206.54'
L37
N28'02'13 "W
109.72'
L38
N36 36'24 "W
52.00'
L59
S78'OB 20 11 W
51.43'
L40
N40'40'13 "E
67.74'
L41
N13 "E
90.56'
L42
S23 32'42 "E
23.60'
L43
SO 1 '49'1,3"W
84.76'
L44
S5944'20 "E
55.53'
L45
S43'41'30 "E
134.27'
L46
S56 22'04 "E
163.44'
L47
N85'48'32 "E
108.02'
L48
N1736'21 "E
144.22'
L49
N14:52'2 7 "W
250.16'
L50
N7841'00 "E
117.87'
L51
N 18'41 '06 "E
232.25'
L52
N 14 '15'43 "W
101.33'
L53
N14'15'43 "W
91.63'
L54
N58 23'47 "W
118. 71'
L55
N76 20'17 "W
60.31'
L56
N76 2630 "E
75.58'
457
N50'02'47 "E
112.28'
66.93'
NO34727 "W
127.40'
4 L58
59
N1338'26 "W
259.12'
60
N33 2035 "W
82.17'
L61
N37 55'32 "W
115.13'
"E
'32 "W
131.80'
"W
WN50-00'35"K
'53 "W
109.13'
"W
2'12 "W
145. 73'
"E
154.53'
'44 "W
W8.82
5 "W
65.49'
L 155
S23'00'39 "W
6'32 "E
L 156
68.82'
78.25'
L157
1'56 "E
33.63'
1.
141.61'
1 S50 *15'35 "E
112.61'
9'53 "E
555'16'05 "E
124.97'
L 160
L69
S89'59'03 "E
_ D61
142.38'
113.10'
L70
N08 26'28 "W
74.52'
79.9
S06 58'20 "E
L 71
N31
I C`Z Z•11 'F. 7 "C_
176.60'
C
L 72
N31 '46'44 "W
128.73'
L 73
N26 27'05 "E
200.99'
L 74
N62'44'54 "W
230.81'
L75
NO3'31'29 "W
151.47'
L76
N43'14'11 "E
91.56'
L 77
NO3'38'45 "E
88.68'
L 78
N33'03'31 "E
28.52'
L 79
S57 *45'59 "E
24.60'
L80
515'52'06"E
16 30'26"
110. 71 '
_ 39.27' _1
182
L81
S58' 1 12 "E
193.36'
C51
L82
N75'49 '18 "E
- 39.27 _
138,03'
35_3-6'
L83
N60'24'31 "E
C52
242 .41 '
810.00
L84
N8243'22 "E
_574.78'_
30. -P l '
LAKE LOT -LINE TABLE
LINE
BEARING
LENGTH
L85
N82'4,322 "E
31.79'
L86
S0635'00 "E
64.79'
L87
S2723'40 "W
321.22'
L88
S23 °00'43 "E
142.26'
L89
S6244'1I "E
29.29'
L90
S6244'11 "E
152.25'
L 91
S8.9 36 '22 "E
229.37'
L92
S68 *36'06
78.37'
L 93
558'11 '09 "W
70.44'
L94
S72 55'50 "W
108.64'
L95
549 25'17 "W
56.11 '
L96
517 °4223 "W
142. 14'
L97
S1742'23 "W
97.82'
L98
S23'03'36 "E
196.29'
L99
523'0336 "E
1716'
L100
S35'3730 "E
58.55'
L 101
S,39'20'52 "E
60.44'
L102
S44 °06'55 "E
48.60'
L 103
N77'1 7'59 "W
48.80'
L 104
N5432'56 "W
49.07'
L 105
S69 2330 "W
41.78'
L 106
S03'51 '52' E
144.43'
S62 5237 "W
S16 22'40 "W
29.48'
L108
S16 22'40 "W
29.48"
S28'43'00 "E
S23 5832 "E
202.25'
L110
SOB 31 '21 "W
177.00'
L117
515 0322 "W
107.46'
L 112
S42 22'40 "E
62.37'
S31 '45'28 "W
L 113
543 °48'39 "W
66.93'
119.76'
L 114
S 17'11 '30 "E
55.90'
L 148
L175
S07 5237 "E
1 01.34:
L116
S1956 "48 "W
/9 -y0
L117
N7944'08 "E
64.90'
LIIS
N40 °01'59 "E
51.03'
L119
N39 21 '25 "E
88. 10'
L 120
N23'07'04 "E
92.17'
L 121
N5646291
222.21'
L 122
N 15 *16'091
185.16'
L123
N04'06'14 "E
114.26'
L 124
N 10'33'09 "E
59.09'
L125
S23'06'07 "E
58.78'
L 126
S09'18'47 "E
92.18'
L127
S00'29'52 "W
17.48'
L 128
S00 2952 "W
84.49'
L 129
533'05'10 "E
86.97'
L 130
S89'09'31 1
77.08'
L731
N73 22'20 "E
120.65'
L 132
N55'55'56 "E
75.68'
L 133
N 3956'51 "E
37.98'
L 134
N69 4252 "E
56.90'
L135
516'04'33 "W
60.02'
L 136
S42 31 '03 "W
139.32'
L 137
S66 59'06 "W
93.92'
L 138
S72'08'35 "W
100.24'
L 139
S62 5237 "W
88.51'
L140
S5039'16 "W
99.25'
L141
S28'43'00 "E
176.66'
L 142
S56'4953 "W
32.44'
L 143
N39 28'54 "W
124.54'
L144
N73'13'15 "W
72.64'
L 145
S31 '45'28 "W
59.37'
L 146
S143822 "W
119.76'
L 147
504'1225 "E
102.97'
L 148
"E
5168'
L 149
"W
101.31 '
L 150
"E
87.75'
L 151
"W
WN50-00'35"K
54.65'
L 152
"W
60.30'
L 153
"E
154.53'
L 154
5 "W
91.58'
L 155
S23'00'39 "W
67.22'
L 156
S18'44'20 "W
78.25'
L157
S11 '1435 "E
33.63'
L 158
1 S50 *15'35 "E
112.61'
L 159
555'16'05 "E
68.36'
L 160
N83'42'10 "W
73.87'
_ D61
S82 21 '49 "W
113.10'
E162
S30'38'58 "W
74.52'
L 163
S06 58'20 "E
128.37'
1 1R.4
I C`Z Z•11 'F. 7 "C_
Q2 QQ
L 165
S33'11 '57 "E
126.34'
L 166
S39 "W
67.14'
D67
S12 25'50'E
55.59'
L 168
S63'43'18'E
45.28'
L 169
S12 22'12 "
98.36'
EXISTING FERGUSON /BURLESON
15' PIPELINE ESMT. TABLE
LINE
BEARING
LENGTH
L203
S54 50'47 "E
111.91 '
L204
S533724 "E
91.20'
L205
S52'05'12 "E
9783'
L206
S49 48'42 "E
301.07'
L207
5553728 "E
17.86'
L208
S553728 "E
72.39'
L209
S59'33'13 "E
12.78'
L210
N5933'13 "W
21.92'
L211
N553728 "W
62.29'
L212
N5537'28 "W
29.25'
L213
N49 *48'42 "W
301.53'
L214
N52'05'12 "W
97.34'
L215
N5337'24 "W
90.84'
L216
N54'50'47 "W
102.11'
DRAINAGE
ESMT.
TABLE
LINE
BEARING
LENGTH
L 170
S44 24'38 "W
75.00'
L171
N4535'22 "W
47.60'
1172
N75 07'55"W
60.43'
L173
N 13'08'25 "E
63.00'
L174
575'07'55 "E
60.33'
L775
N52 35'02 "W
74.82'
L176
N58'0528 "E
85.5 1 '
L177
S5235'02 "E
74.82'
L 178
S31 '54'32 "E
118.30'
L 179
S58'05'28 "W
113.65'
L 180
N31 54'32 "W
118.30'
L 181
S37 2758 "W
55.00'
L 182
N5232'02 "W
51.68'
L183
N3727'S8 "E
55.00'
L 184
N5232'02 "W
43.07'
L260
N 15'11 '20 "E
65.23'
L261
55421'53 "E
52.29'
L262
515'11 '20 "W
76.83'
L263
515'11 '20 "W
97.90'
L264
S74'48'40 "E
65.00'
L265
N15'11'20 "E
52.87'
4266
N07
70.31 '
L267
N82'05'28 "E
55.00'
L268
S07'54'32 "E
79.51'
L269
N23'40'03 "E
75.03'
L270
S66'1957 "E
68.00'
L271
S23'40'03 "W
74.99'
L272
S25- '03'51 W
139.79'
L273
564 56'09 "E
112.17'
C40
L274
N25'0 "E
144.58'
SI6'04'1 I "W
L275
S20'0 "W
55.02'
80.00' _
L276
S70'00'00'E
105.26'
L277
N20'00'00 "E
55.00'
L278
S13'51 '01 "E
61.68'
16.09'
L280
N89,33'32 "E
68.89'
L281
N1351'01 "W
61.68'
L282
N89 57'48 "E
31.32'
L283
SOO'02'12"E
60.00'
154.56'
L284
S89 57'48 "W
30.96'
L285
S8930'28 "W
54.42'
_ 203,44"
L286
S89 0'28"W
54.31'
L289
S4535'22"E
99.14'
EXISTING AQUILA SOUTHWEST
PIPELINE ESMT. TABLE
LINE
BEARING
LENGTH
L217
S25 39'29'E
13.56'
L218
S19'04'43 "E
85.52'
L219
SO9'08'24"E
47.75'
L220
S03'09'46 "W
334.23"
L221
S43'33 `25 "E
34.68'
L222
S55'14'15'E
70.55'
L223
S5137'03 "E
109.56'
L224
S50'07' 20 "E
454.90'
L225
S58'09'03 "E
47.49'
L226
S6150'40 "E
12.43'
L227
N6150'40 "W
1.48'
L228
N58'09 "03 "W
44.42'
L229
N50'07'20 "W
453.19'
L230
N51 '37'03 "W
110.90"
L231
N55'14'15 "W
68.43'
L232
N4333'25 "W
18.66'
L233
NO3'09'46 "E
324.51 '
EXISTING FERGUSON/BURLESON
30' PIPELINE ESMT. TABLE
LINE
BEARING
LENGTH
L 185
521 'u5'I9 "E
119.07'
L 186
S02'0 "E
151.62'
L 187
S02 25'52 "W
540.88'
L 188
SIO 23'29'E
160.00'
L 189
S13 25'27 "E
85.12'
L 190
S32 54 "4B "E
195.62'
L 191
S37'36'47 "E
81.77'
L 192
S5428'56 "W
43.75'
L 193
N54 28'56 "E
12.63'
L 194
N37 36'47 "W
51.88'
L 195
N32 54'48 "W
202.00'
L 196
N13 2527 "W
91.07'
L197
N10 23'29 "W
173.40'
L 198
N 10 23'29 "W
1.87'
L 199
N07 07'00 "W
209.18'
L200
NO22552 "E
542.19'
L201
NO2'08'33 "W
145.41 '
L202
N21 05'19 "W
1 47.16'
LINE AND CURVE 'TABLES
CURVE TABLE
DEL TA , RADIUS
LENGTH
i BEARING I CHORD
C1 43'58'12" 1 690.00' 529.52' 1 N76'20'59 W
C2 2726 04" 890.00' -126. 15' N40 °38'51 "W 4� ' 09
C3 8 56'51 " 810. 126,4 9' 831 `2 '15 "E r 'G. 6
_.
C'4 5'''31'55" 25.00' ?? y2' S6 "0 '37 "E .13
C5 -3 1 '34 " 2450.00' 736.52' N89 `59'38 "E 136.50'
C6 6'03' " - 269.52' N88'33'44 "E 269.4.0'
_, --
C7 135 29 . 57" 25.00' 59 1 . 12' S23'S0 26 "W 4b.28'
C8 . , ?0'00'00'" l 890.00" 167' N335 1 32' by -709.0,9'
C9 53' 40'50" ' 8_1000' 758.89' ! 850'44'5: "E . 731.
_ C 10_ 17'01 '18" 890.00' 26.1.40' N69 °04 43 "W 26 4"
C11 86'14'25' ?5.00' 37.63" N76'18'4i E 34.18'
-
-- - - --
C12 34'07 06" �_ 365.00' , 217.35' N1607'58 "E L'1 1. i5'
c
C13 r 7437'52" 25.00 32..56 1 N _38'I4 "31 "W 30..E 1 '
C14 130'0229" 50.00' 113.48' S10'32 '1.21 90.65'
CI 7437'5 25.00' 32.56' N17'10'0 30.31'
Cr6 36'5212 "" 25.00' 16.09' i N3834'55 "W i 15.81'
C1 7 2 ". %21.43' 56 9'-5 '11 "w _80.00'
_2 . _50.00
C 18 36 '52'12 � 16.09' S01 4 -' 43 "E 15.81 '
C19 ` 1 I - 135.00' i 145.93' - N101321? "w 145 ,4'
C20 34'07'06" 435.00' 1 259.03' NIL 58"E 255 '
C21 86'14' X5.00 3763' SO9 7 55'41 "E 34.
- - - -
- - - - -, -; r X64.40' N44'�� r5 "w 203 43'
1 18 890 00' , .. . _
i _.
_C22
C23 -± 90'00'00 "' 25. 39, 27' N81 'O1 '36 "_W J5 3t'
C24 16 30 '26 565. 00' 162. 78 S45 "43'11 "W 162. 2 2 .
C25 732 965.00' 127.0 3' _533'41 '41 "W 126.94'
C26 1
;._ 565.00'
25 00'_
178.39' S20'52 2 " W 177.65'
1609 50636 OB"E 75.81'
C2 3 6'52'10"
C28 253'4
", 50.00'
_'2,1 4�' S78`10 02'E 80.00'
C29 3652'72"
!_ 25 00"
1 635.00'
16.09' N3076'04 "E r5.81'
200.50' S20'S 2' 42 "W 1 199.66'
C30 i 18'05'26"
7 32' - --
_ .,�� "W � 136.15
103 ' 13625'
_5.0 '
_ 731
25.00' _ 39 7' 1 N0732 02 "W 35.36'
90'00
"
- C32 -I
C33 77 27'58"
_
365.00' 111.27' N61 '76 "W. 1 10. - 84
435 00' I 53. `'='' r S66'�'9'4 "E I 53.19'
C3 4
�
7'0 0'35"
25.00' 1 36.00' S75 6 ' "W 32.97,
C39
8230'19 "�
C40
3652'12"
25. DO'
16.09'
SI6'04'1 I "W
15. '
80.00' _
221 43'
S55 29'44 "'E _-
'E
80.00'_
C41 253'4423
'
_
C42
36'52'12
25 00'
16.09'
N52 56 22 I
15.81'
1 36.00" r
N06 W _
_97
C
82'30
5.
_
435.00'
155.39'
S37 46'02 E
154.56'
C44 1
_
2800"
C45 233'07'48
. 50.00
_ 203,44"
589'07
89.44' _
_23_18' -_;
S00'58'08 'E i
' 36'
C
53'07'48"
25.00
365.00
1 270 53"
_ S48'4 6 01 _E
-- -
_204 38'_
-
42 27'
1 6 1 '
N61 16'01 W _ -_ _
132. ._
�C47
C48
17 27'58"
435.
C49
90'00'00"
25.00'
{-
I
N82 X7'58 "E
35.36'
C5 0
16 30'26"
63 5.00'
_ 39.27' _1
182
_ S 45' 43'1 1 "W
182.32' _
C51
90'00'00"
25.00'
- 39.27 _
_N0858'24 "E
35_3-6'
_
C52
41 '33'46 "
810.00
58_7.58_'
N56 "W
_574.78'_
C53
4155'15"
890.00
_651.17'__
S56 73_7'45 'E .__
_ 636.75'
C54
86'1425"
25.00'
37.63'
N78'47'20 "W
34.18'
C55
63'50'44 "
815.00'
908.17'
S2 6_10'06W _
_ 86 1.90'
C56
14'15'39"
885_0
220.
NO 1 22'3_3 "E._
2 19.71 _
C57
28 52'36"
815.00'
410.76'
S05 '55'55 "E -._
.._4
C_58_
143658"
885.00'
_225.76'
N13 03'45 "W
225.15'
25.00'
16.09'
524'1122 "E 1
15.81'
C59
36'52'12'"
C60
253'4423"
50.00'
22 1.43' _
N84
---- 80.0 0' -
C61
36'52'12"
25.00'
16.09 'N12_'40
'50 "E
15. 81'___
C6 2
14 36'58"
815.00'
207.90'
N13 W
207.34=
C63
28'5236"
885.00'
446.0
S05'55'5 " E _
447.33"
_
C64
14'15'39"
815.00'
202.85'
NO122'33'E
202.33'
C65
84'41'12"
25.00'
36.95'
N48 " W_I 33.6 8'_._.
C6 6
95'18'48"
41.59'
N41 "E _
- 36
C6 7
63 50'44"
_25_00'
885.00'
986.17'
S26'10 "'W
935.93'
_
C68
86'1425"
25.00'
37.63'
N 1 4 7 58 '15 "E _
_ 34_18_'
C69
4'14'25"
890.00'
65.86'
S26'0 1'45 "E
65.85'
C70
20'00'00"
810. D
282. 74'
N
281.31'
C7 1
2'11'55"
890.00'
34.1 ._
54_2'48_' 'E
_ 34.15'
C72
46'41 '58"
25.00'
20.38'
N65'03'36_'W
19.82'
C73
53'07'49'"
25.00"
23. 1 8"
528 '4722 "E
_ _2236_' .
N61'12'38 "E
89.44'
C74
233'07'48"
50.00'
203.44'
C75
121 2733
25 .00"
53.00'
N 30 *51 " E
43.62" -_
C76
2'56'19"
890
'
45.65
S2823' "E
-
_ 45_64'
- -
C77
2 7 26'04"
--
81
_ _ 38 _7. 85 '
N40.38'51''W
384.15'
C78
4 5'08'22"
4
N7656'05 "W
468.25'
_610.00'
25.00
39.27'
S68'54'32 "E
1 35.36"
C79
90'00'00"
C80
59 35'09"
535.00'
556.38'
N84'06'58 "W
531.65'
C81
90'00'00"
25.00'
39.27'
S21 '05'28 "W
35.36'
C82
5-9
465.00'
483.59'
N84'06'58 "W
462.09'
C83
36
25.00'
16.09'
572'45'29 "E
75.81'
C84
.36
25.00'
16.09'
1 N35 53'18 "W
15.81'
C85
253'44'23"
50.00'
1 221.43'
N35'40'37 "E
80.00'
U'7
MO
ri co
•
A�
F'
r.
FINAL PLAT
OF
INDIAN LAKES SUBDIVISION
PHASE ONE
401.03 ACRE TRACT
J. M. BARRERA SURVEY, A -69
BRAZOS COUNTY, TEXAS
SCALE: 1"=100' DECEMBER 12, 2002
SHEET 2 OF 7
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29th STREET
BRYAN, TEXAS 77802
(979) 846 -4384
PREPARED BY:
KLING ENGINEERING & SURVEYING
4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846 -6212
LAND DEVELOPMENT PROJECT NAME
Thousand Oaks 1397 Acre Tract
XREF DRAWING NUMBER LAYOUT TAB DRAWING NUMBER
Lnyoutl.dwg
Sheet- 2_Finol_PIoL Phase -1 -FP. dwg
( I 1= 14 1 - 1�
TI , 'illl i : X1:17 AID _ T
1-. -, -I .:wy' „I' - Iii =_ 1 +_�
-.-,.. i._�1,.1- .VI�IC� ❑111 / rri r_ TI li,_ '% J � - ..
LJ
W
11-1
..1
BE Y TRUST
CALLED 76.252 Ac.
VOL. 2259, PG. 19
( U 1\1 P LA - TTED)
(R URA L - V ACANT )
rv I \vL�L_I'\ I .;uly I "vl' \ VI -
BE WLEY TRUST
EAST HALF OF 157.6 ACRE - TRACT
(UNPLAT TED)
(RURAI— VACAN
I
(0 I
- - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - -- - - -- - - -- -- I I
I I !
36'
�+ N58 ' u,..
ARAPAHO RIDGE DRIVE
P . 0 . B . Wi -- - - - -- - -- —
,. rr.,: I r},�rl \ ;�,:I
u
1
r I (. r ( I'11 _. I F I'a L - 9 0 3 9 -- - -- - -- - - - - -- - - - - - - -
• N8 9 04 2 5 3 _ - - - - - - - -- - -- - - -- y -,
_ -
s\
13.28 - L = -.0 7r, •- ,.� -_- -�- - - II' I I F' L (- rlu ill 1. 111; f't1r,
CJ 1';. °7 .. Au
`RO I w°Inrr�rrrrr� �s , t; r� 1 i I
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R
R
Q /
SCALE 1 60'
i
I
tis f-q
\
LL
� \
LL
s o S 2 \
I - \ \
r Z •��'
0
r
WILLIAM] W. SMITH, at u,< \ \ - ' \
i F
CALLED 468.4a Ac. w \ \♦ \ CJT \
I
VOL. 2533 PG. 315 t3) ,\ �-' �\ � (��,�Afy
(UNPI / TT ED)
(R URA L VACANT)
1
_
• ' - a
Ld / \1 J� ®
/ � r c
( � \ ,) :,> 1 5,1 , . ' � LL� Ch
1rL _ \ 65 Wide
\ x \
Drain age t sm f. \ U
I � I \
< SMILIN
C I 4 \ \ \ \ G MAL LARD DE LTD. \ 0
I U7
I� L, I U? \ \\ Z N� \'� \ ' REMAINDER OF 1037.24 . A _x
C. TRACT \\
I I \ ♦a o'•\ VOL x'247, PG. 5
c3 %L I I \ \ \ \ ` o'o `ss. (U N P I ' TTE D)
C, A ,., %L I c� o s \ (RURAL— VACANT)
T) !,
- <C ' 1 m
:I ,'
<� SMILI
I I NG MALLARD DEVELOPMENT, LTD. \
�I REMAINDER Or 1037.24 . \ -' \ \ I t l I (�
D , 1 Li co
,1 > I I AC TRACT \ , N O 1 1 I,
• , L LL ,
VOL !�I 2� 7, PG. 6 J \ \ rn� \ ' 1 r
I � ( - TED) r ., \ - -- -�,, ''
I'I> I ' J? I (RURAL— VACANT) �\ `\\ `� BLOCK 5 \ t ,I o U) I t
t1_ -i ®�� 6.75 AC. V� \ 1 N 1
16' Public \ t
G t I w Eo emel7t
- e• I - I I 1 I
N. w {— — NO1 °35'25 "E \ \\ a - o " \--� ��.. 1 �l? Frant Bldg -.\ \..''. \ ` , 1 rn
- � bac Lane
., _ ._� b e t bock
I J 100.00' - J s .. \ t
L1� ; _ ' L - - - - — - - - - — - - - - - - - - - - - - - - - - N88 2435W-- 373.84'
MESA VERDE DRIVE
<� I FUTURE PHASE S01 o 35'25 "W MESA VERDE DRIVE FUTURE PHA C- 67.34
(100 R.Q,w 213.05 L- 67.34'
10000 ( -
.)
( / 588 24 35 E w 6 0. A . ' R,O.W.) N89'19 08 E
C= 202.13' • ,
•• . x.00
S88 24 35 E - 373.84 L= 202:18' CG \� - -- -- _ - - _ - , 53 ,.E 158
-- _------ - - ---1 ;' (- �2Z \ - ---- �a0.�' - -- 7.84 ---- - - - - -- - - - S
-- - - - - -- — N 42 51 W , — _ _ _
Ea;3ement 16'
Ut
47 il ase
I — -- — ' 16 Public —
— I , 95.50 \ � - 50 Front Bldg eoc Line
— —
I — — — 1 1 \ \ u tili ty Ea sem er) t ' \ \ \ \ �` �• g' Stb h i ,
III \
1 S \ \ J v \ 6 v �/
1 \�
I \ \ �, R al �'
LOT 21 �. o �
10 (2
BLOCK 1 v q
CR
\ \ • O O \ 1 .79 AC. �J/ "' \ c' S \ rn. o J1 0 3 rf b ;'
I r ALLARD DEVE LOPME N "T, LTD. ,\ \ \ \ O' � �_ v 7C N � `' .o�• ; ;'� - '\ "_
REIYIAINDER OF 1037.2 AC. TRACT z LOT 3
O O `
s I 7 P J \ \ ��.N /�� �/ �
\ / \ \ \ P N (D \ `�
V OL . V O L 4 2 \ s �, ,%' o BLOCK 4 N
' I (UNPLA - TTED) \ \ Z• \, °� Uv �t� \ erg, \ \ v � °' :t (o \
\ t-� �, 1(j 0 1>0 Q�\ \ C> \ \ a' U I � 2.06 AC. o
N " I (RURAL \ ��, ,� \ �0, P E �'� \ �. Co. IU z
\ \ �L o \�� .p �0 ,C1�? ' ,2 \ \ SHEET3
I .C\ \ 'y S ca 1 �,1 a �C'� \ \ \ 0 ) �\ N. N81 10 40 W
(11
LV
0
.Q
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Sri j!
I �
- (, t I
ARAPAHO RIDGE DRIVE
-„- Its ,. ;��,�,..L _ � - - 1 - gr111Tn1 —�.-- �/; • - .. — I
L .... - - -- - - -- - - -- ..,_ _. J
SCALE : 1 " = 60'
m
O
7-
16 Publi"
Thousand Oaks 1397 Acre Tract
SHEET 3 GF 7
LAYOUT TAB
:_/tllily E�
Loyout l .dwg
Sheet- 3— Final.-Plat
Phosa -1 _FP.dwg
(D
-- - -
-- - - -- - - -- ---
-- - - -- - - -- - - -- -• -- - - -- -
- -- -►
I L
SMILING MALLARD DEVELOPMENT, LTD.
./
1397.24 AC. DEVELOPMENT (TR. 1 do 2)
VOL. 4247, PG. 51
L — — — — J
OFFICIAL RECORDS OF
—
BRAZOS COUNTY, TEXAS
31.30 '
— — —
108.07'
(11
LV
0
.Q
Q
Sri j!
I �
- (, t I
ARAPAHO RIDGE DRIVE
-„- Its ,. ;��,�,..L _ � - - 1 - gr111Tn1 —�.-- �/; • - .. — I
L .... - - -- - - -- - - -- ..,_ _. J
SCALE : 1 " = 60'
m
O
7-
16 Publi"
Thousand Oaks 1397 Acre Tract
XREF DRAWING NUMBER
LAYOUT TAB
:_/tllily E�
Loyout l .dwg
Sheet- 3— Final.-Plat
Phosa -1 _FP.dwg
(D
-- - -
-- - - -- - - -- ---
-- - - -- - - -- - - -- -• -- - - -- -
- -- -►
��.
— — — —''
N89'3 3'3_'E �tCB 5
—
—
— —
31.30 '
— — —
108.07'
- -
".-
.:io bet weer,
F'. 0. W
T. -+e , ?r S'iope
DAKOTA RIDGE DRIVE
!0 Feer
1'JI 54'
-
- r
Pl 6 y'33 - ..E 171 G4,
— - -
WQ
- - - -
- - - - - -
'J
�-
it 1
I
/C� �
f •t 1i�
SCALE t " = 60'
SHEE73 I \ \ ��.o \ � --� � I�Or 'I• \21� �2 \ �o \ �� Nom. . .■.� MATCHLINE `+P■ I. 'r
Q.`Q \ �. \ �' J �� 55 \ \\ \ c� �� cs .29' SHEET 4 w STo
MATCHLINE mm ,,, I \ l .1 Z E1 C \� G' g \ o
L= 198.43' - --- -' I ° \
_ ' o�'c ` \ �- `� �� \ �. 2� -�� � \ \ J, o �,� N_�- C= 197 _ -_ ' LOT 8B I ° 0) '-�-
SHEET 4 ! o \ ,
.. �' �, • DSO \ tea, �O� G�� \ O � ` �.`� �- �' _ _ _ - _ �� o BLOCK 4 c " c"
0'
N 00
135.56' o =l \ ;T \ L�, \ \ -L a \� ` g�. o P G ��2�5 \+ \' 2 \ `�� \� , , 1 -- - , ? 1.05 AC. ° o z
•-1 �,� •� 2 �� �`L� �� °' N . U\\ / SHOSHONI COURT N .� , \
FI Ch's CT� \ z- - e1 , O o 6 � \ CP �.o (70' R.O.W.) C /6" \
EI Ict. Po T - I \ �,. ,, w7 \ s C c ,g �. \ o R` ��o� g C82 7 S, o w ` \ ��' `� LOT 4
�'
� ✓� ��'�� o. .� �g �� �_ \ \ O c�9 �2g ` _ _ - - - _ _ _ �• s4 2 `� BLOCK 4
O
6 P G c a \ fn CO � S85 °27'59 "W
C= 308.53 \ \ S 2 `�8�.
I
F1 jc'cts P2 \Tl Sul-S 13 Acre Tr 'act''.clwg' \Plot \Phu- . e - 1_FP.clwg 11 0=1 ;57:51 PM CST
1 /2" IRON ROD FOUND •
(unless otherwise specified)
IRON PIPE FOUND 0-
1 /2" IRON ROD SET O
FINAL PLAT
OF
INDIAN LADES SUBDIVISION
PHASE ONE
401.03 ACRE TRACT
J. M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
SCALE: 1 " =100' NOVEMBER 7, 2002
SHEET 3 OF 7
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29th STREET
BRYAN, TEXAS 77802
(979) 846 -4384
PREPARED BY:
KLING ENGINEERING & SURVEYING
4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846 -6212
LAND DEVELOPMENT PROJECT NAME
Thousand Oaks 1397 Acre Tract
XREF DRAWING NUMBER
LAYOUT TAB
ORAWING NUMBER
Loyout l .dwg
Sheet- 3— Final.-Plat
Phosa -1 _FP.dwg
"a
W
LJ
0
4 rn I
SMILINCI j\/IALL-/-\RD DEVELOPNIENT, LTD
REMAINDER OF 1037.24 AC. TRACT
VOL. 4247, PG. 51
(UiNPLA
(RURALV,
0
LOT 21 1b . . _.. --I
&61 0
Ln
BLOCK 1 cp. r- 0
-0 0
r
0
1.79 AC
0 0 X> LOT 3 0 0
ID
0 :;A
BLOCK 4 N
x-. 0
5\ LQ 7 �,) 2.0 6 AC.
:__I 0') 0
1>
61,
u!
t? A C) `Q° I z SHEET3
N81'10'40"W
cp. C=1 97.29
x> CP- ,Llj SHEET 4 1-IJ
mm MATCHLINE 1APM -ps_
C)
L= 198.43' \ o ��ti ` C= 197.29
0
CO rn
3�% V� LOT 8B c"
0 -.(IV BLOCK 't
ON
\.0 0)
—A TD,, . 1 0 5 AC. z
6 3) S M I L I JN(� MA L LA R L L LOPNJENT� LTD.
D DI
*Vol
C80
(: p " —1 \ - 11 -1 REMAINDER OF 1037.24 AC. TRACE Q) •
IV62.
.^4 W c VOL. -42-47, P 51
\ \ \ �, �'_� `� •� \c � 3P -26'
Q0 ___ SHOSHONICOUPT 76
(70' R.0--) _ TT E_ D)
cp —75 LOT 4 U IN P LA r_
0 C82 7
7 7.04, 1 \ RURAL—VACANT! • 4, 5.51 BLOCK 4 4 c� 9 , _ �--
., c �
1 7
SHEET3
is" Now
WA&W MATCHLINE mw Om Ljj
SHEET
,n
N 00'29'53"E
Lri
135.56' 0
I
<CALL: t �_ 1 ()0
WILLIAM \J\I. SMITH, & UX
C zt66.4 Ac.
VOL. 2533 PG, 3*15
(UNPLATTED)
(RU — VA CA NT)
% 2.0 6 AC.
Z
Ld
Wile
2.7 5 AC.
V
0 0
b L=314.49' C= 308.53' S85*27'59"W 6--
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VOL. 4247, PG. 51 R PcPiPt Nuxber GAS GATHERING SYSTEM
U 1\1 P LATT ED) Byf VOL. 2065, PG, 41
0
By
Kell
R U RA Ll— VA CA NT)
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FINAL PL
10' WIDE COMMUNICATIONS EASEMENT
STATE IF TM r) WILLIAMS COMMUNICATIONS, INC
I here MM OF VOL. 3622, PG 73
filed on the, 'e" hat this in Mal 40 /1 -1,z
and was my date cer tify #e star ereon 4 1, z-
retarded in the V rule and pye
Of the naed records of:
50' (_ITGb PIPELINE EASEMENT
as stag n.,4 h W09 mnry AMENDMENT TO RIGHT OF WA`f
1/2"IRON ROD FOUND •
(unless otherwise specified)
IRON PIPE FOUND C)
1/2"IRON ROD SET 0
ereon by me. 0
AGREEMENT
ma y 1'3 VOL. 4050, PG. 98
b E
7 2003 0 C ) r i - 10" LIOUID PRODUCT" PIPELINE
WRALE kmv
BW05 UWTy "AL t u ml y arc
LLI
All- SMILING MALLARD DEVELOPMENT,
REJ'VIAJJNDER OF 360.00 AC. TRACT
VOL. 4247, P& 51
(UNPLATTED)
(R — VA CANT) C0
OF
INDIAN LAKES SUBDIVISION
PHASE ONE
401. A TRAC
J. M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
SCALE: 1"=100' DECEMBER 12, 2002
SHEET 7 OF 7
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29th STREET
BRYAN, TEXAS 77802
(979) 846-4384
PREPARED BY:
KLING ENGINEERING & SURVEYING
41 TEXAS AV. + P.O. BOX 4234 + BRYAN.TEXAS + PH.979/846-62 1 12
LAND DEVELOPMENT PROJECT NAME
Thousand Oaks 1397 Acre Tract
XREF DRAWING NUMBER
LAYOUT TAB
DRAWING NUMBER!
Layoutl.dwg
Sheet-7-F1nal-Plat
Phase-1_FP.dWq j I j
SMILING MALLARD DEVELOPMENT, LTD.
1397.24 AC. DEVELOPMENT (TR. 1 & 2)
VOL. 4247, PG. 51
L
OFFICIAL RECORDS OF
BRAZOS COUNTY, TEXAS
OF
INDIAN LAKES SUBDIVISION
PHASE ONE
401. A TRAC
J. M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
SCALE: 1"=100' DECEMBER 12, 2002
SHEET 7 OF 7
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29th STREET
BRYAN, TEXAS 77802
(979) 846-4384
PREPARED BY:
KLING ENGINEERING & SURVEYING
41 TEXAS AV. + P.O. BOX 4234 + BRYAN.TEXAS + PH.979/846-62 1 12
LAND DEVELOPMENT PROJECT NAME
Thousand Oaks 1397 Acre Tract
XREF DRAWING NUMBER
LAYOUT TAB
DRAWING NUMBER!
Layoutl.dwg
Sheet-7-F1nal-Plat
Phase-1_FP.dWq j I j
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