HomeMy WebLinkAboutDrawingsCERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK CERTIFICATE OF COUNTY JUDGE
COUNTY OF BRAZOS
STATE OF TEXAS Before me, the undersigned authority, on this day I. Karen McOu- County Clerk, In and for sold I, County Judge of Brazos County, Texas, do
COUNTY OF BRAZOS 9 ty. County, do hereby certify that this plot together with hereby certify that this plot was duly approved by the Brazos County,
personalty appeared known to. Its certificates of authentication was filed for record Cammissi-ro' Court an the d of 20_
I, Paul Clarke, Monoger Smiling Mallard Manogamenl, me to be the person whose name le ub°creml to the in m office the d of ay - U
LLC, the general partner at Sm cling Mallard Development foregoing the some f and acknowledged to me shot he 10y in the Uffkto Records of Brazos
LTD.. owner and developer of the land shown on this plat, ecut.d the some for the purpose and mnaideration County, Texas in Volume .Page 690
and de°lgrwted heroin as INDIAN !ARES SUBDIVISION. County Judge
IF 1k
!heroin Kale.
PRASE X of Brozoa County Texas, and whose am. 1. Witness hand and official Seal, atm office
subscribe hereto, hero daQcato to the use of the Given under my hand and seal on this_ day of �9' y ,pili t;
public forever, all nIrme alleys, corks, easements, and . 20_ in Bryon,"Texas.
public places thereon shown for the purpose and - ,eP g�y,'lsl I
consideration therein mpresead. County Clerk Scale: 1' 100'
Notary Public, Orman County, Tezoa Brazos County, Te..a
Smiling Mallard ling DeveioPment LTO. �zewpm,"LT i �U' -" -- - •- -- �. - - -
b: Genieral PolrtnerDevelopment Management, U.C. �,p(CM�f1��iN7 9, ��•`.- _ _ _ _ �__. _
By. Paul Clarke Femain ,f14Z �• !/,�-- - __,_..- _ _ ... - -
Its: Monoger
SSo
//_i / _ /
10 Kid,3COMM77./7:1) ,-! 'r' PIP° °eCAR1t . (1714/2161 �(�` NTO� U:B.5.L.
AD
i T /!jv \ udeaan County -
! Wd0 ge19°g0n tin 12065/� 9By� /\.\/\\\ / u �3
� S 4T•4��3twE
fl 1{ p9 syate �(Aoso/ - ' - g),' _ " / \ ° \ o•� \ .,r0i'' / \ �� a66s Amarae I (-'
' I Gas iprtal.-1'�394.ti1/ / \ \ '>� ' Y ' y+f //' /' \ ty Lot 39 ( T
/ \ e , \ 1.5,9 Acne t
C.� I 4�` ' ! �.(,= 5fi0• CR9�=�S �'p0�42i� / \\\y 1.228 A- \ \ 'r y� / /N��°.sem 1 m O
\7
•(210CiLot 4
4i en -'? Pyr •Ei / C rf /za.0y .o° p°'
\ ! r i !. !' - " 93"'• 10 P 1 1 y1
1,05 Acros r nit' slip. ��/' q.•/ / \ \ f�' -'� 7.
/ f ..1: r' .. 1 1 rS M \ '" /.'��/ . . \ l Lot •!o \ \
�� ( Iy.�'•-' ..� 1 - � _ /y \ \ .,0/ }M1S C33 4. .\ \'i7. I. Acres \ \
asst / \ k' (tom..�
7p;Lot 5 �..J / / 1.M0Aaw: 0 °i \ ¢ mo \ '\� y�E FIELD NOTES
•• - - % i 4• i Lot 3 ' / �E �' / 0 / .� •W pµ8 / •�/\ `a. 4p \ •\ Q•• �" g parcel of land lying
/ / i : yi V h� ./ �7, �` \ g \ • Beln an thaw aertmn lmat yng and being situated In the J. M. BAR ERA, SURVEY. Abstract
Of \ I I ! ; zN: 1038 Acres l 417 /''\ .-4 /q, / ..� k / /' r �,v \ \ \\ No. 69 nd H.G. HUDSON SURVEY• A-141, Bmzoe County. Tezae d -.n Part W the 360.00 obm Tract
- II indn9 \ j i i. i I I v 9/ eM1 IOn M1T 4 \ one and q
e '•\ OY p /•/ d / /J•". 'OP: �'•yy '•\ \ w' �\ Com n port of the 103724 sore Trait Two described ' the deed from Thousand , Pa Daveiopment
/7j7g0/@ Ly0 \\. �•: s6j y 1(1 / Q/ ?o•(s. •<Cb, y parry Joint Venfuro to Smiling Mollord OeveloPment Lld. reeerded in Volume 4247, Poge 51, of the Official
/, QBE• f Z I I I f^ ! ` \ G7 AO • \\ \,': /• �? '�6 ,• '\ \ 0� Records of Bmzoe County, Texas (O.R.B.C.), and being mom particularly described as follows:
BEGINNING: at a found 1/2 -inch icon red marking the northwest comer of Lot 25, Block 15 INDIAN LARES
\ \ 0 / 9
lot 8 SUBDIVISION, PHASE NII as recorded in Volume 7593• Pa 299 O.RB.C.
i a 1 h ! I l I • �' o \ / d / \ \ LJUB A8 \\ tie ( ):
ISS 1°" I ; 'I ' 4T' ( 1 I ! j i T� \� <y /./ .�C \ \
1 � ,�zC W i g,TT. ; i � � i t i � �\r q.' �'0 8M1''l /i / j \\ Hos7 '•\ ' %lj THENCE rata she interior of sola /03724 aarw lmae for the following sixteen (16) amw:
H'59 i 1 g� fa 3 \ C� h1 j ,/fes �2)S 018�'O•p 1) S 64. 32' 07' E for a di°lance of 66.41 feet to a 1/2 -inch Iran and set for comer.
I f tJN'0A CI i I I 1 I j �` y' /� 0 '�' 8' G 2) S 56' 00' 42' E for a distance of 1059.81 feel to a 1/2 -inch iron rod set for comer,
t �� Lot ?5 + \\� 3) S 09' S9' 40' W for o distance of 169.22 feet to a 1/2 -inch Iran rod act for comer.
Lot 16 / I a BA k 15 0.0172r Ae. POE + �) YJ QO• 'u/ �•/.• \ 4) S 84' 02' 43' E for a distance of 70.17 lest to a 3/4 -inch icon pipe set for comer,
Block 15 I'Ir I 1 i 1 I j I (See Inset All 1 i' w. ,0v1 ///•flys, 5) 40.30 feet in a counter -clockwise direction along the are of a curve having a central angle o1 97
/� �� lndorr Lakes ,\ I •Sp,12 1N
27z, - t s'' / Lot 7 \ 21 32', a radius of 25.00 Leet o tangent of 26.05 feet and a long chord bearing 5 36' 11' 07'
r'7 PAose NB I j I I i �i �_ ' I !. t / / k '16 /O 1.615 Aw - 9
/ ( Sva. 7 9J 299 \ ( (2ti . t ' O� /./ - E DI a distance f r a distance feet to a 3/4 -Inch Ito a 1/ set for an rod
' tb/. 7597 Fly. \ i i H 59'0 � � � 70 pU.E .� ``2K•74 e /j /' 6) 587 27' 53' E for a distanceof 59.38 fof 80.06 eat to a 3 4-rn h Iran set for rnmer,
If j0• P.Ub N 7
of a curve to the right.
/ Pipe eM /or o Point -of -Cu wWm
/ 1 �• 3It.eT _ �� l l _
\ •\ , E _ \\ \ 2 r•alot 2 / 13, j ! 3 �j 8) 451.63 feet along the aro of cold cum having a control angle of 31' 56. 46', a radius of 810.00
--�\ • .SSTs �,-- K �N7 6 VV% 5'11, QJ� JI ! !j IN 190y 8�7z v fast I. a 3/4 -inch iron of 8ppe et and a set far alPoint ofdTbea"ng 5 66' 23' 30' E at a detente of 445.80
C 3 / \ E 3ge rcj0\\7I- S 50` 25' 07' E for a distance of 159.99 feel to a 1/2 -inch imn rod set for. comer,
A h9'i I I 214 AR° ` 10) S 51' 41' 10' W for a distance of 159.99 legit to a 1�2-'arch iron rod.set for comer,
Lot 1 \ K"�KOA I ` 1 11) S 4T 40' 37' E for o diatanee of 263.09 feet to a 1 2 -inch Iran rod set for comer,
�/ � D r / � `e 1.368 ACAs
Pat - \N, Iii 1 gufl>o6
,ar /ew /.r i I f l 1
jtt" �• /•. U.e j`�� \ SOS/• / �' �\�� � /i'/' / /11'� N i
��/• � P'?d'w
Lor 14 / /�Q F/''' I!I s7ctsye._`
Black 75
HIl I l
\ ( \'^ \ `\ Sit.,/ �// /i 1.1 .•/ SulzV.
P.299 III Lot 18
,� 1 p,•. dpi \ . 0'/' ./� /i' /I1� I r BAxk 15
A Let B/ack175 \\\
50/• /'/'J`r' (1� 6'!/' /•.
11
Lof 79
III
�\•e\r \y'
\ \\
/wE gas �•� /•
'S9 LO . Mme.
1\
111
Baak15
/rl
/
,/\`\./ �.•
v \' OPYt/'� •�$r� Indian
N
N 66'23-30' W 445.80'
f
890.00'
35.36'
17.68'
N 7757'17' W 35.36'
10'32'54
Let 20
149.12'
74.7T
N 7T0526' 148.91'
W
90'00'00
15
39.27'
25.00'
N 5238'07' E 35.36'
//
�• \�`�rP \\\\\
/ `��r iii
/
N 16'05'48' W 20123'
25'44'48'
\ 'tat 11 \
22.47'
11.43'
N 5742'07' W 2228'
243'03'53'
Block 75daft
212.11'
81.49'
CU
34'3921'
50.00'
30.24'
15.60'
N 19'50'19' W 29.78'
10 44.48'06'
320.00'
25022'
131.90'
N 14.45'56' W 243.89'
11 90`00'00'
ILI 22
39.27'
25.00'
N 3721'53' W 35.36'
12 8T38'28'
/
38.24'
23.99'
N 53'48'53' E 34.62'
13 90'00'00'
/
39.27'
25.00'
N 5738'07' E 35.36'
14 90'00'00'
25.00'
39.27'
LINE
N 3721'53' W 35.36'
15 53'40'45'
LINE
L1
BEARING
S 64'32'07' E
DISTANCE C
66.41' C
N 55'31'30' W 257.35'
16 20'39'04'
L2
S 09'59'40' W
169.22' C
N 39'00'40' W 95.00'
77 3759'16'
L3
S 840243 E
70.17' C
N 3750'34' W 190.22'
60'32'21'
L4
S 09'51'14' W
80.06' C
CERTIFICATE OF CITY ENGINEER
36'52'12'
L5
L6
S 8721'53' E
S 51'41'10' W
59.38' C
159.99' C
I, fly,.
ty Engineer of the
25344'23'
L7
S 4753'55' E
201.93' C
City of College Station, Texas, hereby certify that
21 36'52'12'
LB
S 03'08'21' E
78.70' C
.this aubdiviaian plat conforms to the requirements of
the Subdivision Regulations of the City of College
60'3221'
L9
S 44'49'56' W
36.53' C
Station.
3759'16'
L10
1.11
N 61'22'27' W
S 89'17'47' W
83.01' C
62.59' C
N 3750'34' W 150.47'
20'39'04'
L12
N 48'02'20' W
70.00' C
Ciry Engineer
5540'45'
L13
L14
N 18'04'15' E
N 8721'53' W
80.00' C
81.22'
City of College Station
9O'00'00'
L15
N OT38'07' E
2227'
N 5738'07' E 35.36'
853'30'
L16
N O738'07' E
22.27' C
N 03'11'22' E 72.09'
30'53'39'
L17
N 44.11'25' E
93.85' C
N 16'42'13' W 247.70'
74'20'17'
L18
N 44'11'25' E
93.85' C
N 05'01'06' E 646.46'
74'22'20'
L19
N OT38'07' E
17.60'.
APPROVAL OF PLANNING AND ZONING COMMISSION
30'5339'
L20
L21
N OT38'07' E
N 8721'53' W
25.00'
30.00'
1. . Choirmon of the
Planning and Zonirg Commission t the City of
8'53'30'
L22
123
N 0738'07' E
N 65'34'14' E
25.00' C
15.00'
CWle9e Statlon, hereby certify =hot the attach.d plat
90'00'00'
L23
N 59'24'12' E
15.00'
coos duty approved by the Commission on the
d.y of 20 _.
70`32'54'
L25
N 5750'57' E
37.00'
C3
N 7T05'26' W 163.62'
4'58'13'
L26
N W50'S7' E
37.00'
Choinnon
RVE DELTA
C2
C3
C4
CS
C6
C7
C8
C9
18
19
20
22
23
C24
C25
26
27
28
C29
C30
C31
32
C33
C34
C35
C37
CURVE
RADIUS
TAtBLE
LENGTH TANGENT CHORD. BRC. CHORD
C1 9721'32'
25.00'
40.30'
26.05'
S 36'11'07' E 36.08'
31'5646'
810.00'
451.63'
231.85'
N 66'23-30' W 445.80'
716'36'
890.00'
35.36'
17.68'
N 7757'17' W 35.36'
10'32'54
810.00'
149.12'
74.7T
N 7T0526' 148.91'
W
90'00'00
25.00'
39.27'
25.00'
N 5238'07' E 35.36'
4T27'S0'
250.00'
207.10'
109.91'
N 16'05'48' W 20123'
25'44'48'
50.00'
22.47'
11.43'
N 5742'07' W 2228'
243'03'53'
50.00'
212.11'
81.49'
N 55'57'26' E 85.23'
34'3921'
50.00'
30.24'
15.60'
N 19'50'19' W 29.78'
10 44.48'06'
320.00'
25022'
131.90'
N 14.45'56' W 243.89'
11 90`00'00'
25.00'
39.27'
25.00'
N 3721'53' W 35.36'
12 8T38'28'
25.00'
38.24'
23.99'
N 53'48'53' E 34.62'
13 90'00'00'
25.00'
39.27'
25.00'
N 5738'07' E 35.36'
14 90'00'00'
25.00'
39.27'
25.00'
N 3721'53' W 35.36'
15 53'40'45'
285.00'
267.01'
144.21'
N 55'31'30' W 257.35'
16 20'39'04'
265.00'
95.51'
48.28'
N 39'00'40' W 95.00'
77 3759'16'
335.00'
19287'
99.19'
N 3750'34' W 190.22'
60'32'21'
335.00'
353.96'
195.52'
N 1555'14' E 337.73'
36'52'12'
25.00'
16.09'
8.33'
N 2545'19' E 15.81'
25344'23'
50.00'
221.43'
66.67'
N 45.48'35' W 80.00'
21 36'52'12'
25.00'
16.09'
8.33'
N 6737'31' E 15.81'
60'3221'
265.00'
280.00'
154.67'
N 13'55'14' E 267.16'
3759'16'
265.00'
152.57'
78.47'
N 3750'34' W 150.47'
20'39'04'
335.00'
120.74'
61.03'
N 39'00'40' W 120.09'
5540'45'
215.00'
201.43'
108.79'
N 55'31'30' W 194.14'
9O'00'00'
25.00'
39.27'
25.00'
N 5738'07' E 35.36'
853'30'
465.00'
72.16'
36.15'
N 03'11'22' E 72.09'
30'53'39'
465.00'
250.73'
128.49'
N 16'42'13' W 247.70'
74'20'17'
535.00'
694.13'
405.63'
N 05'01'06' E 646.46'
74'22'20'
465.00'
603.59'
352.78'
N 05'02'07- E 562.10' '
30'5339'
535.00'
288.48'
147.64'
N 16'42'13' W 284.99'
8'53'30'
535.00'
83.03'
41.60'
N 03'11'22' E 82.94'
90'00'00'
25.00'
39.27'
25.00'
N 3721'53' W 35.36'
70`32'54'
889.99'
163.85'
82.16'
N 7T05'26' W 163.62'
4'58'13'
465.00'
40.34'
20.18'
N 28'0641' W 40.32'
6 6'10'01'
450.00'
48.44'
24.24
N 2T30'47' W 48.41'.
1.11'49'
465.00'
9.71'
4.86'
N 2501'41' W 9.71'
8 302'11'
535.00'
28.35'
14.18'
N 30'37'57' W 28.35'
9 740'12'
465.00'
21.67'
10.84'
N 30`48'57' W 21.67'
12) S 273B Ot E for a distance of 412.81 feet to 0 1/2 -inch Iron rod set for comer,
13) S 47 53' S5' E for a distance of 201.93 feet to a 1/2 -inch Iran rod set for comer,
14) S 29' 31' 40' E for o distance of 434.94 feet to o 1/2 -inch bon rod set for comer,
15) S 55 15' 32' E for a distance of 426.16 feet to a 1/2 -inch Iron rod set for comer and
16) S 03' OB' 21' E for a distance of 78.70 feet to 0 1/2 -Inch Iron red set for comer, mid Iron rod
in being in the muth line of the mid 1037.24 acre tract and the north line of the called 141.60
re McFarlane tract as recorded M Volume 341, Page 125 of the Brozas County Deed Records
(B.C.D.R.),
THENCE S 86' 51' 39' W along the mid common line for a distance of 393.07 feet to a found 1/2 -bah
Iran rod for comer, said Iran rod marking the common most northerly comer of the called 141.60 acre
tract and the called 1213.537 core McFarlane Tract 2 as described in Volume 315. Page 243 (B.C.D.R.);
THENCE along the common fine of the mid 103724 acro tract and the tailed 1213.537 acre tract fa the
following three (3) calls:
1) S 59.33' 45' W for a distance of 642.37 feet to a found croandUe fence Past for comer,
2) N 66' 56' 18' W for o distance of 23026 feet to a found 3/8 -Inch Iron rod for comer,
3) S 44' 49' 5
6' W for a distance of 36.53feet to 0 1/2 -inch Iron rod set for comer,
THENCE Into the Interior of the mid 1037.24 acre tract for the following seven (7) calls:
1) N 61' 22' 27' W for o distance of 83.01 feet to a 1/2 -inch Iron rod set for comer,
2) N47 40' 47' W for a distance of 408.65 feet to a 1/2 -inch Iran rod set for comer,
3) S 89' 17' 47' W for a distance of 62.59 fast to a 1/2 -Inch Iran rod set for comer,
4) N 16' 13' 52' W for a distance of 329.61 fast to 0 1/2 -inch Iron rad set for comer,
5) N 48' 02' 20' W fora distance of 70.00 feet to a 1/2 -Inch iron rod set for comer.
6) N 44' 25' 44' W for o distance of 54222 feet to a 1/2 -inch Iron rod set for comer end
7) N 38' 37' 47' W for a distance of 263.83 fast to a found 1/2 -inch iron rod for comer, mid Iran
rod marking the southeast comer of Lot 17, Block 15 of said INDIAN LAKES SUBDMSIDN. PHASE NII:
THENCE along the cast line of the sold INDIAN LAKES SUBDIVISION. PHASE Vlll for the following nine trolls•.
1) N 04' 24' 3e E for a distance of 540.30 feet to o found 1/2 -Inch Iron rod for comer,
2) N 27' 59' 26' W for o distance of 510.69 feet to a found 1/2 -Inti imn rod for comer,
3 35.36 feet in
o clockwise direction elan
the set of a cum urw hoHng o q cental angle of
07 16 36
radius of 890.00 feet. o tangent of 17.68 feet and o long chord f -Tong N J2 57' 17' W at a
distance ' 35.36 feet to a found 3/4 -Inch Iran pipe fora Pointinch Tangency,
4) N 71' 48' S9' W for o distance
of 856.67 feet to o found 3/4 -inch iron pipe for comer,
5) N 18' 04' 15' E for a distance of 80.00 {set to a fod 3/4 -inch Iran pipe fa comer,
6) S 71' 48' 59' E for a dial ... 0 of 506.51 feel to 0 172 -loch iron rod set fa. comer,
7) N 18' 50' 15' W for o distance of 397.86 feet to a 1/2 -inch Iran rod set for comer,.
8) S 55 10' 53' E for a distance of 311.87 feet to a 1/2 -inch Iron rod set for comer,
9) N 1750' 42' E for a distance of 393.97 feet to the POOF BEGINNING and containing 79.715
°tree of land, more or less.
sea.: V -se
SHEET 9 OF 2
Vicinity Map
Gonerol Notes•
1. The Basis of Bearings is Texas State Plane Coordinates (Central Zone) based on
the horizontal position of City of College Station Monument /136 as established
In 1994.
Northing: 10181432.342
E, "?9 3579119261
2. No lot lie° within the tiF
100 year floodplain according to e EMA Rood
inmranca Rale Map for Brasoe County, Texas and Incorporated arms.
Cgmmuniry No. 480083, Panel No. 0215C, Mop No. 4BG41CO215C. Effective
date: July 2. 1992.
3. Front Side, and Rmr setback- ore established by the covenants, conditions, and
sub
reatH.Uons o1 the division and are equal to or in excees at the minimum
County and City requirements for single family rural lots.
4. Notes
from the Brozoo County Health Department
o.) All lots serve by an On-SKe Sewage Facilities (OSSF) must comply with
county and °late regulaUOM. No OSSF may be installed on any lot
without the ia°uanee of an 'Authodza0on to Coasbuel' Issued by the
Brozo° County Health Deportment under the provisions of the Private
Sewage Foei6ty Regulation° adopted by the-Cammieaionen Court of Brazos
County, punuont to the provisions of Section 21.084 of the Teza. 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.
W All lots will be required to have a site/soli evaluation on file with the
Brazos County Health Department before on-site scrag. facility may be
con°weed.
5.Wellborn Special UUlity District wN provide water service for the Subdivision.
6. Lands pe Ea..mants hich owrlop Utility Easements ast be cleared of all
brush and trees, implying no landscaping or permanent structures within the
bTity easement.. No permanent at..tu m aro allowed in P.U.E.'a.
7. H.OA. Easements along all etrasts run parallel to and adjacent to the Public
Utifity Easement° shown hereon. H.OA Easement activities and/or Infroalruct.m
will be rafm°need in the Covenant°, Condition., and Restriction° of the
subdivision.
8. All common areas am owned and maintained by the Hommem,es Aesociation
(H.OA), and aro barred from development for resole to individual owners until
ubdm'ded as required
blow.
9. Conservation Buffer is an ant area further darned in the Covenants.
Conditions, and Reutde6ons of the aubdivi.i.n.
10. Thera is a minimum 50' wide drainage buffer (25' on each aide or the
ntedine f all dminag. rays). Sae the Covenants, Conditions and Restrictions
of the maMalon for additional information.
11. Unless otherwise indicated 1/2' tron Rod. are set at all tamers.
O - 1/2' Iron Rod Found
0 - 3/4' Iron Pipe Set
0 - PK Noil Control Monuments set in Q of asphalt
pavement for reference.
12 Existing land Use: Vacant/Agdcultumi
,PPrropo seed Land Use: Single Family Ruml Residential Lots (Greater than 1.00 Ac)
13. Abbreviations•.
B.S. - Building Setback Line
HAAS - Hom...... Association Easement
H.OALs.E - Homeownen Association Landscape Easement
H.OACA - Homeownen ea
Association Common Ar
P.D.I- - Public Dninege Easement
P.U.E. - Public Utility Easement
CERTIFICATE OF SURVEYOR
STATE OF TEXAS
COUNTY of BRAZOS
I, Kevin R. McClure, Registered 1 -loose -1 Land Surveyor No. 5650, in
the State of Teaas, hereby art; un that his
plot is We and omect and
was prepared from an actual s ey of the property and that property
markers and monuments were placed under my supervision an the ground.
Kevin R. McClure, R�P.LS. No., -5,650
S o
�6 4
7
Iet7j 0
i I
Inset 2?'
scni :: r - 40'
CURVE
DELTA
Lot 19
TABLE
LENGTH TANGENT CHORD. BRC. CHORD
C1
92'21'32'
25.00'
Lot 18 \
26.05''
5 36'11'07' E 36.08'
C2
31'56'46'
810.00'
451.63'
231.85'
N 66'23'30' W 445.80'
O.p1j OEa Jl`
P.
716'36'
890.00'
35.36'
17.68'
N 7757'17' W 35.36'
C4
10'3254'
810.00'
149.17
74.77'
N 7705'26' W 148.91'
00424 , = __ /
/
5141
�'�.. �_ PO'E__-.L, �.••�„11
�`
25.00'
N 5738'07' E 35.36'
C6
4727'50'
\ Lot 12
207.10'
109.91'
Inset C'
C72544'48'
. 5'cw'e.• I' - JO'
50.00'
CURVE
DELTA
CURVE
RADIUS
TABLE
LENGTH TANGENT CHORD. BRC. CHORD
C1
92'21'32'
25.00'
40.30'
26.05''
5 36'11'07' E 36.08'
C2
31'56'46'
810.00'
451.63'
231.85'
N 66'23'30' W 445.80'
C3
716'36'
890.00'
35.36'
17.68'
N 7757'17' W 35.36'
C4
10'3254'
810.00'
149.17
74.77'
N 7705'26' W 148.91'
C5
90'00'00'
25.00'
39.27'
25.00'
N 5738'07' E 35.36'
C6
4727'50'
250.00'
207.10'
109.91'
N 16'05'48' W 201.23'
C72544'48'
N 61'22'27' W
50.00'
2247'
11.43'
N 5742'07' W 2228'
CB
243'03'53'
50.00'
21211'
81.49'
N 55'57'26' E 85.23'
C9
3439'21
50.00'
30.24'
15.60'
N 19'50'19' W 29.78'
CIO
44'48'06'
320.00'
250.22'
131.90'
N 14'45'56' W 243.89'
C11
90'00'00'
25.00'
39.27'
25.00'
N 3721'53' W 35,36'
C128738'28'
'1: ,1\•
25.00'
38.24'
23.99'
N 53'48'53' E 34.62'
C13
90'00'00'
25.00'
39.27'
25.00'
N 5738'07' E 35.36'
C1490'0000'
25.00'
39.27'
25.00'
N 3721'53' W 35.36'
C75
SS40'45'
285.00'
267.01'
144.21'
N 5531'30' W 257.35'
CIS
20'3904'
265.00'
95.51'
48.28'
N 39'00'40' W 95.00'
C77
3759'16'
335.DOW
19287'
99.19'
N 3750'34' W 190.22'
C18
fiP32W21'
335.00'
353.96
195.52'
N 13'55.14' E 337.73'
C19
3552'12'
25.00'
16.09'
8.33'
N 25'45'19' E' 15.81'
C20
2574413'
50.00'
221.43
66.67'
N 4548'35' W 80.00'
C21
36.5712'
25.00•
16.09'
8.33'
N 6737'31' E 15.81'
C22
60.32'21'
265.00'
280.00'
154.67'
N 13'55'14' E 267.16'
C23
3759'16'
265.00'
152.57'
78.47'
N 3750'34' W 150.47'
C24
20.39'04'
335.00'
120.74'
61.03'
N 39.00'40' W 120.09'
C25
53'40'45'
215.00'
201.43'
108.79•
N 5531'30' W 194.14•
C26
90.00'00'
25.00'
39.27'
25.00'
N 5738'07" E 35.36'
C27B'S3'30'
465.00'
72.16'
36.15'
N 03'11'22' E 7209'
C28
30.53'39'
465.00'
250.73'
128.49'
N 16'42'13' W 247.70'
-C29
74'20'17'
535.00'
694.13'
405.63'
N 05.01'06' E 646.46'
C3074.2220'
465.00•
603.59'
352.78'
N 05.02'07' E 562.10'
C31
30.53'39'
535.00'
288.48'
147.84'
N 16'42'13' W 284.99'
C32
8'53.30'
535.00'
83.03'
41.60'
N 03'11'22' E 8294'
C33
90'00'00'
25.00'
39.27'
25.00'
N 3721'53' W 35.36'
C34
10.32'54'
889.99'
163.85'
82.16'
N 7705'26' W 163.62'
C35
4'58'13'
465.00'
40.34
20.18'
N 2506'41' W 40.32'
C366.10'01'
450.00'
48.44'
24.24•
N 2730.47' W 48.41'
C37
1'11'49'
465.00'
9.71'
4.86'
N 2501'41' W 9.71'
C38
3'02'11'
535.00'
28.35'
14.18'
N 30'3757' W 28.35'
CS9
'740'12'
465.00'
21.67'
10.84'
N 30.48'57' W 21.67'
Sm7ng NaOmd Lbw pnenE Ltd.
R cinder of 7037,14 Acn Tixf
✓.4147, P.SI
LINE
LINE TABLE
BEARING
DISTANCE
L1
5 64'32'07' E
66.41'
L2
S 09'59'40' W
169.22'
L3
5 84'02'43' E
70.17'
L4
5 09'51'14' W
80.06'
LS
S 8721'53' E
59.38' -
LG
S 51'41'10' W
159.99'
L7
S 4753'55' E
201.93'
US
S 03'08'21' E
78.70'
` •.
L9
5 4449'56' W
36.53'
'? ,}g}
L10
N 61'22'27' W
83.01'
B
'• j7•i 1 ` '
* ;
.•
L11
S 89'17'47' W
62.59'
IO,i
5
L12
N 48'02'20' W
70.00'
J
•',b: ,' ':Tve' 'a,i
L13
N 18'04'15' E
80.00'
'• ', t�,li 2! i `. ':
,'
L14
L15
N 8721'53' W
N OT38'07' E
81.22'
22.27'
•i
''
L16
N 0738'07' E
2227'
YJ'•,
1 ,�; 79 ,l; 1B �• ?4
L17
N 44'11'25' E
93.85'
1
L18
N 44'11'25' E
93.85•
'1: ,1\•
L19
L20
N OT38'07' E
N 0738'07' E
17.60'
25,00'
vA ': IY :. '•, !�''':
L21
N 8721'53' W
30.00'
- V3'• ', :
L22
N OT38'07'. E
25.00'
L23
N 65'34'14' E
15.00'
L24
N 59'24'12' E
15.00'
L25
N 5750'57' E
37.00'
L26
N 30'4243' W
50.02'
L27
N 5750'57' E
37.00'
sC0" t•''�•
SHEET 2 OF 2
NOTES:
1.
BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR
OBSERVATION.
2.
NO LOT LIES WITHIN THE ZONE "A" SPECIAL FLOOD HAZARD AREA
INDICATED ON 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 CO251 C.
EFFECTIVE DATE: JULY 2, 1992. BASE FLOOD ELEVATIONS ARE
NOT DETERMINED FOR ZONE "A".
3.
THERE IS A 16' PUBLIC UTILITY EASEMENT AND A 10'
HOMEOWNER'S ASSOCIATION EASEMENT ALONG THE RIGHT OF WAY
FRONTAGE OF ALL LOTS.
4.
THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL
INTERIOR LOT LINES AND A 10' PUBLIC UTILITY EASEMENT ALONG
THE REAR OF ALL LOTS.
5.
BUILDING LINE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK: 50'
SIDE SETBACK: 15'
REAR SETBACK: 25'
6.
FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE
SPECIFICATIONS OF SUBDIVISION PLATS AS ESTABLISHED BY THE
COMMISSIONERS COURT, BRAZOS COUNTY, TEXAS, FOR
`. ,.
SUBDIVISIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY
INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS.
r ,
7.
CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE
STATION.
8.
ALL LOTS IN PHASE 10 ARE TO HAVE INDIVIDUAL ON SITE SEWAGE
FACILITIES.
9.
ALL COMMON AREAS ARE OWNED AND MAINTAINED BY THE
HOMEOWNER'S ASSOCIATION.
10.
ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS
DELINEATED IN THE COVENANTS, CONDITIONS, RESERVATIONS, AND
RESTRICTIONS OF THE SUBDIVISION.
11. THERE IS A MINIMUM 50' WIDE DRAINAGE BUFFER (25' ON EACH
SIDE OF THE CENTERLINE OF ALL DRAINAGE WAYS). SEE THE
DEED RESTRICTIONS OF THE SUBDIVISION FOR ADDITIONAL
INFORMATION.
12. H.O.A. EASEMENTS ALONG ALL STREETS RUN PARALLEL TO AND
ADJACENT TO THE PUBLIC UTILITY EASEMENTS SHOWN HEREON.
H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE
REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION.
13. 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 COUNTY 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.
14. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER
SERVICE FOR THE SUBDIVISION.
15. 1/2" IRON RODS SHALL BE SET AT ALL CORNERS UNLESS
OTHERWISE INDICATED.
16. ALL PROPOSED CUL—DE—SACS SHALL HAVE A R.O.W. RADIUS OF
50' AND A PAVEMENT RADIUS OF 40'.
17. EXISTING LAND USE: VACANT/AGRICULTURAL
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL
IMI -NA Y A N -OT F-0- COR -D
OF THE
VI AG S OF INDIAN A S PHASE X
VICINITY MAP NOT
TO SCALE
PROPOSED WATER UNE
PROPOSED DIREC77ON OF DRAINAGE/RUNOFF
PHASE UNE
DRAINAGE WAY
RIGHT OF WAY CENIERUNE
PROPERTY UNE
(SUBJECT BOUNDARY AND ADJOINERS)
LIR ;h:401
TOTAL LOT COUNT•
TOTAL LOT ACREAGE -
TO TAL_ H.O.A. _COMMON_AREA ACREAGE•
TOTAL RIGHT—OF—WAY ACREAGE
TOTAL ACREAGE OF PHASE X.
ACREAGE CALCULATIONS
57.50 AC
12.32 AC
99n Ar.
79.72 AC
OF
VILLAGES OFINDIAN-LAI%ES
79:72 ACRE TRACT
J. M. BARRERA SURVEY, At -69
H. G. HUDSON SURVEY, A-141
BRAZOS COUNTY, TEXAS
SCALE: AS' SHOWN NOVEMBER -6, 2006
SHEET.1.OF 3
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29TH STREET, SUITE 100
BRYAN TEXAS 77802
(97�) 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
SMILING MALLARD DEVELOPMENT, LTD. MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
BRYAN TEXAS 7780 COLLEGE STATION, TEXAS 77845
(97�) 846-43841 0 (979) 693-3838
1,4A4S
V, Z
/`� '"�J32,0,7 94
7 //Vc.
%_L)AIA�jj
lop
S64
�/Dj 'ICA 7-/o
low tP�R-ELIMINARY F -PLAT -
66 -41 -
LOT 27
V-IVDe
&L vel
Uhp1ctte�-56_4._24\, Acre �NOT 7FO�R �RECO D
BLOCK -A Smiling- \\4t L rfod
-.4
1.5 -,6 -,AC c
LOT 26 A��IVIDA7'00 P OF
k
-73
lo. von. RLOCIC1 5 oar I-) kAE'Al VILLAGES- OF INDIAN LAKES
clip 7'
1._81 AC �IQ(j, - ;oRE'%'
vyA y \\0
ID 0, --Pg
LOT 25 T3 ly()Dtj "�_98 14 PHASE X
�z -_ p
/7 Q�14,j
/N %30 so
BLOC -1-5 W/y
d\ BLOCK 21
W,
-04- AC V\o�ci J/ 79.72 ACRE TRACT
_C
'1vt 'go-oo
2. 2z p
\6" '114, pt E14 69&P
c 2 �,�ME 4.
\ \ v , ,0/4, J. M. BARRERA SURVEY, A-69
16
3
o/v
c4s &up H. G. HUDSON SURVEY, A-141
4 y�W,
%
v
RIVER DRIVE z 4 LOT 4 p
-2
ES
BLOCK I sy.
I/Aw 1-y BRAZOS COUNTY, TEX-AS
`tAl
6 "<U
10:5.,?o %S1, 1.45 AG Pc. --tw do
P' SCALE: 1 80' NOVEMBER 6, 2006
00 1�\ -6- 411 Waterline J7 ' 3��'81' r% �/ �, \
0
SHEET 2 OF 3
V ��-\ C� O��2 ��� �� \ ��� X31 y �=�� OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
V�
7-1-
\Q0,0 LOT 6 3608 EAST 29TH STREET, SUITE 100
0 BRYAN
846-4384
BLOCK 21
L:071 0 (9 �)IEXAS 77802
PREPARED BY:
BLOCK 15 ..LOT- 5
4
LOT 2 1.23 AC 30" ENG INEER/SURVEYOR:
1.33 AC BLOCK 15 ZA. BLOCK21 S 84- 0j,4 SMILING MALLARD DEVELOPMENT, LTD. MCCLURE & BROWNE ENGINEERING
LOT I BRYAN COLLEGE STATION, TEXAS 77845
%A
-G-\11' <1. 7 846-4384 (979) 696-3838
3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 105
1733 A 70.117 (9 �)IEXAS 77802
1.48 AC BLOCK 21 a) IcIp
LOT 16' P-U�E'
c
It>j_ " w
1.37- AC 5114
-4. BLOCK 3F 21,1�2� S09
0 - I' Z' __)_ - . - -
z . - - so
93, 06,
L/�.62'
.1 \04 AC
..........
f
7 "won"
E
npq T
150.jos L=108.83
192' \
S 71 4859- E,, 200. s 82 21-53" Ev ;'� \ / "
506.51' 5c).3 \ ��
5
C. ,
\ \A \\ /� f
vi
V1 -5
6,
4
9.38, T
80.00'
i8O717
INDIAN LA
\\:-- 7 ES D\R
T IVE
-3
R"-0-- W. \ \ _', I
(ao .301 '.'7\7 -j24.4
756\�F)
711 4859" W --859-67" 3�8.95' O.A. Esmt-
7m �f� �. Z�
14
LOT 11
BLO M
1.41 AC
LOT 20 -
BLOCK 15
0 AC
M/03/. �VE CANYON DR
I/ IVE
0T 13
E.00 K I
1- 1. 82 AC
SHEET2
MATCH LIINE-�1111111111111
-SHEET3
N
LOT
7- Waterline
-L r40
414 �_� ;?
�(60 LOT 39)
n LOT 8
1 -6 BL61C,K2i�
BLOCK 21
LOT
Q)* I
BLOCK 21 1.58 AC
BLOC/ K-21, 1-.34 AC1.55 AC
OT 19 T/Z2 AC
LOT 38 Ok
BLOCK 15
2
1.86 AC 15 .6' BLOC
9
1.67AC A
x 187_7
<
��` \ `
-----------------
192. 8
LOT 97 �\ M I \' 0
LOT 1 i 7 1_� )
BLOCKI/5 BLOCK21
I - A I �,-*j26'
W,\" 15
2
.14AC
A r%
1.260 11'N.0
LOT 37
30.
0-
08 BLOCK --21
9LOT 20
lk 0
�A BLOCK
�,
c
129 AC
b 0< y •� \��
iJ
.7--o-A_&
LOT 10
r
0
BLOCK 21 IC6
CIA
LOT 14 B L 14-93
73
1.21 AC NBLOCK 15 P.- LOT
LOT 21 BLOC
1.48 AC-///
Vim\ \ 4
631(' -7?
6.1 8
BLOCK 21
68
- - - - ----------
BLO K r
LOT -1-1
z
-3 1.09 AC
�,,LOT 19
21
-
Col- 33
v
'5 Vo co�x
------- --------
BLOCK 21 A
--LOT 15 \71.27 Ad
BLO
------------
CK 15"ET 2 BLOCK 1 SHEET 2 SHEET \ �•
7;r
M MATCH LINE \�\ . -- - \_ j, \
\3 M i LINE
SHEET3 AC
1.89 AC 3.19) �
SHEET 2 H 3
07
LOT 22
_'j
341-f \� y ,' %16.,96
."'LOT- 1-8
- ------------------
BLOCK 21
BLOCK 2-1
Z,-L0_T 16
,b <
_z 9\ A, C \ �.�
LOT 1 ",5
-_�1'09 AC
v1\
\/ i t
BLO CIIK,1_§� BLOCK'21
> \ v y AZ
.05� A G
------------ \ AC N
v r-
X -
\45 N B K-21
C
LOT 17
--------- X13
1_5
OCI-K-41
- - ---------- - -----
BL
(n
SCALE 1
CURVE TABLE
CURVE DELTA
RADIUS
1ENGTH TANGENT
CHORD BEARING
CHORD
ci 920 21'32"
25.00'
40.30' 26.05'
S 360 11'07" E
36.08'
C2 310 56'46"
810.001
451.63' 231.85'
, _'
N 66 V Sol, w
446.80
C3 20 16'36"
890.00'
35.36' 17.68'
N 720 57'17" W
35.361
Vim\ \ 4
631(' -7?
6.1 8
BLOCK 21
68
- - - - ----------
BLO K r
LOT -1-1
z
-3 1.09 AC
�,,LOT 19
21
-
Col- 33
v
'5 Vo co�x
------- --------
BLOCK 21 A
--LOT 15 \71.27 Ad
BLO
------------
CK 15"ET 2 BLOCK 1 SHEET 2 SHEET \ �•
7;r
M MATCH LINE \�\ . -- - \_ j, \
\3 M i LINE
SHEET3 AC
1.89 AC 3.19) �
SHEET 2 H 3
07
LOT 22
_'j
341-f \� y ,' %16.,96
."'LOT- 1-8
- ------------------
BLOCK 21
BLOCK 2-1
Z,-L0_T 16
,b <
_z 9\ A, C \ �.�
LOT 1 ",5
-_�1'09 AC
v1\
\/ i t
BLO CIIK,1_§� BLOCK'21
> \ v y AZ
.05� A G
------------ \ AC N
v r-
X -
\45 N B K-21
C
LOT 17
--------- X13
1_5
OCI-K-41
- - ---------- - -----
BL
(n
1
.5ro
M_Z: Z'
T 9
K) 21
157.261
X X
AC
9
V11 3,28LOT 37
BLOCI
7:F K 21
9.08
LOT 2
o '\ v� 1.29 AC
:.A BLOCK 21 \ % \s.��,
43� \11"% . up
b 0 -----_1_.70-A- C/ � ((
LOT 10 (tip) 0,
14.93
VA\ \VA,, � �� �'. ���
OF
VILLAGES OF INDIAN LAKES
PHASE X
;� \. Smiling Mallard Development, Ltd.
t5LU(;K ZI I - - ---- —z-- , , , ,
C6
79.72 ACRE TRACT
Unplatted-5-64.24 Acre Tract
1.21 AG LOT 30\\
5.
Bt J. M. BARRERA SURVEY, A-69
LOT 21 BLOCK 2
8 H. G. HUDSON SURVEY, A-141
t38 AC
jil
16 f
BLOCK 21
\X- Z, BRAZOS COUNTY, TEXAS
1.09 AC
19 Iz \
LOT 35,�
-----------
K NOVEMBER 6, 2006
BLOCK 21
T-tl 21 SCALE: 1 80'
WC 2,36.
21 134 AC
SHEET OF 3
43 O \ BLOCK
�� `�� E VA S\ \ �,OWNED AND DEVELOPED BY:
NG MALLARD DEVELOPMENT, LTD.
SHE --T 2 SHEET2 ET 2\ s —� \
I - 3608 EAST 29TH STREET, SUITE 100
M BRYAN
(97,)TEXAS 77802
LINE �=l
A H LINE MATCH
SMILING \\-1.27 AC..
15
MATCH N
846-4384
SHEET'S SH 3 SHEET 3
0\
07' 0
.9
LOT 22
341-61"
\, \70, PREPARED BY: ENGINEER/SURVEYOR:
- \�
1 \6. �96 N SMILING MALLARD DEVELOPMENT, LTD. MCCLURE & BROWNE ENGINEERING
rct
3608 EAST 29TH STREET SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
"LOT 18 BLOCK 21
ANC BRYAN
LOT 34 (97�)T8EX 7M02
384 (979) 693-3838
21 4 6�S COLLEGE(979)
OLLEGE STATION, TEXAS 77845
4
BLOCK -2-1
LOT,12 17- BLOCK
- - ---- ----1.09 AC 251. ��_39
<
1.04 AC
BLOCK "21 \ v, , \
---�,,�2.03\ A�C 7
T L\23 \LOT 33ll
BLOCK 21
\45$ L3 71 __--B-L- K 21
sr
1.0/1'ACS
LOT 17 1.5 C
BLOCK 21 0
LOT 24
- 0 AC 1-/.25
-LOCK AL u
-K\21
, � i 1 � A �� 1 \ ; � . v
BLOC
LOT 32
--------------------------------
--------- - --
_p(o
1 \.02 AC
y LOT 25 BLOCK 21
3--- 1.21 AC�9 i �o `� y\ �
� �- \, � �__. _1 A <
10
BLOCK 21\
309.51
1 . 1 AC
LOT 14-
5
K,21 ,� `, \ � , - , � , 351 LOT 31
BLOC
�B�-PCK 21
/.0T 16
1 ==' � ;„�: � ', � --!.� ;� � i\,,, , ,`---31m40/AC
BLOCK 21 08
S uj I T,
---------------
14, 3.47 AG
IV
LOT 26
BLOCK'2,
1.55 XC
O.A. Common
V \-rH.JArea E (0 58 AC) 39
� /_ ,; f, ;// = /� �' �,� �\v\������ �; -.,\�\ �S���Oo ,mo?o- , ly- // �� L ,.01
.66 07 393
o5
401 39"'
-j�orl
OT
Zz
?0 6
-45 7
A ea
nser
-27
% ' , �LOT
x LOT 30 \ McFarlane
BLOCK 21 unplatted 141.46 Acre Tract
BLOCK 21,
LO
L
1.6" CK 2\1
N,/z
x 40 -A -C
f BL6
C
\ ,�: . � , / ` ` f ` I / . x
J
321
-A-Smxnq malldrdl D e vel ment, Lfd
J
C;ru I T�28
-7
`Un 3
platted 1�91-�8 t
,\
\-BLOCK 21
`� , `_-1-20 AC
141'. LOT 29,
BLOCK 21�`
C\j
1_34 A6 (7
H.O.A. Common
Area D
& Private -Drainage
Ease m- ent
McFarlane
2_2L12- Unplatted 1,21J.54 Acre Tract
SCALE 1" 80'
i \ -/ �_ y V 61 22 66?w
56 •
1181
43��01 -26s
S-44"!49 -56 W
`,` \ ,� ! 36.53.
■ =1Y
■ ®.
HRMI�
Ll
0 _
`.---- . `gyp. o • \ •- _.
BL C 21 o v - 57.26,
W �-
a L 37
0
9
08 J , 3' \ 1�\�- LOT 20 \� -BLOC 1
3."� 1.29 AC
BLOCK; 1
13 0\\ a
:L T:1 \ ° :U1 \ \_ 1. .\ \'oma
93
L CK 1 \ \ 2� \� O Smilin Mallard Development, Ltd.
�\ v. � � \ \ \\ - LOT°3 nplatt�d :24 Acre Tract
1.2 A w ,
LOT 21 LOCK \ : LOCK 2 _
316.E ,\ G X81,3' BLOCK 21 138 AC
,� A
�� 1.09 AC \ � +
\ 4 \ LOT 19 \ \ \ ��s ��ti LOT 35 0 \.
. LO 1 ?� . \ \ .B K 21 \� o. :y \\��,. ti BL CK 21
BL 2 \1r G 236.3 'Q0 �� \\ 1.34 AC
o LL \.\
N .27
S EET 2 SHEET 2 \ \ 1' \ \ SHE 2 •
\ IVDA H LINE �� \\ aft. 1 \ MATCHTINE r I= •• �"
MATCH INE a g SH 3 w' '` \p SHEET3
\ SHEET
41 6 g6, r,LOT 22
.3 T 18 �. BLOCK 21 \ ? , ��\ �.°` \
�� ss
LOT -34
BLOCf_.19 C \21
LO 12 \ 09- AC �.�2 �� \s8 ; BLOCK \
\�`°'� 25 •� 1.04 AC
BLOCK 1 , \\� .
N 2.03 AC ti
LOT 33
\ \ BLO K 21 ••
K 1
5s--71: \ • \ ` 1.01 AC
1.5 C
\ \ LOT 17
_. tV\-.
\ - B LO 21
1 AC N_ 265 L 24
21 �.
B OCK ' 1
W C
`� _ 1 � ; _ 3 - 2855 - - � 2 ' - - � ��� 1� 2 • ,C '
L T 25
269. \ g•51
2ss m 3 ; BL CK -21
1 \ I 1. 1 AC o�
OT -1 rl
21 , 3 OT 16 5k \
• N 35 2!5 5• \ \
LOC ,.
�s� I 1.4 AC. o .\. \\
•s / " LOT 2
/ � _
�� : BLOC 21 N 1,C14
1.55 C
/ VA
401.669 .. / 3 31 .,'0•
\ X1\ A et1ul5 a
a�//lvB K 2- 7 ,rye
L,
-'Bu
1.60 A -BL CW21 -%j 'B 1
.�z: 6' _ \ 321. -4•.• ._._.-__-poi- • - .
fling Mallar D vel pm t, L t 'ers 5� •o •� -
lnplatt%d 91.8 -re T ct'1•
:28
l
LOT 31
BLOt�K 21
3.4y AG
--H. 0. A: Co anon
Area E,(0__5_8 AC)
KrA
59'� /
OAC _ o�
11'43 :� �� �, 2 Z3o• 033
89 b ,59 o g°�• K 2 g°►
ti
AC
H.O.A. Common
Area
ublic' Drain d9
% Eo
` McFarlane
`Unplaotted' 1,213 54 Acre Tract
b1 �22'3�•• :•6656!2,2„ Hi.:
8 W 230.26 •
222.0 -44 x•49.52„
�`! f w
36.53-
OF
TILLAGES= OF=INDLAN LADES
PHASE X
F-79.72 ACRE TRACT
J. M. BARRERA SURVEY, A-69
H. G. HUDSON SURVEY, A441
BRAZOS COUNTY; TEXAS
SCALE: 1 " = 80' NOVEMBER 6, 2006
SHEET 3OF3
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29TH STREET, SUITE 100
BRYAN°TEXAS 77802
(97�) 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
SMILING MALLARD DEVELOPMENT, LTD. MCCLURE 8& BROWNE ENGINEERING
3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
BRYAN TEXAS 77802 COLLEGE STATION. TEXAS 77845
(973) 846-4384 (979) 693-3838
jp
3g�'g3 1'
393,0
8b°
McFarlane
Unplatted 141.46 -•Acre Tract
N
SCALE 1" = 80'
�l
NOTES:
1-: BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR
OBSERVATION.
2. NO LOT LIES WITHIN THE ZONE "A" SPECIAL FLOOD HAZARD AREA
INDICATED ON 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 CO251 C.
EFFECTIVE DATE: JULY 2, 1992. BASE FLOOD ELEVATIONS ARE
NOT DETERMINED FOR ZONE "A".
3. THERE IS A 16' PUBLIC UTILITY EASEMENT AND A 10'
HOMEOWNER'S ASSOCIATION EASEMENT ALONG THE RIGHT OF WAY
FRONTAGE OF ALL LOTS.
4. THERE 1S A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL
INTERIOR LOT LINES AND A 10' PUBLIC UTILITY EASEMENT ALONG
THE REAR OF ALL LOTS.
(U5.BUILDING LINE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK: 50'
SIDE SETBACK: 15'
REAR SETBACK: 25'
6. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE
SPECIFICATIONS OF SUBDIVISION PLATS AS ESTABLISHED BY THE
COMMISSIONERS COURT, BRAZOS COUNTY, TEXAS, FOR
SUBDIVISIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY
INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS.
7. CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE
STATION.
8. ALL LOTS IN PHASE 10 ARE TO HAVE INDIVIDUAL ON SITE SEWAGE
FACILITIES.
9. ALL COMMON AREAS ARE OWNED AND MAINTAINED BY THE
HOMEOWNER'S ASSOCIATION.
10. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS
DELINEATED IN THE COVENANTS, CONDITIONS, RESERVATIONS, AND
RESTRICTIONS OF THE SUBDIVISION.
11 j THERE IS A MINIMUM 50' WIDE DRAINAGE BUFFER (25' ON EACH
? SIDE OF THE CENTERLINE OF ALL DRAINAGE WAYS). SEE THE
DEED RESTRICTIONS OF THE SUBDIVISION FOR ADDITIONAL
C12.
INFORMATION.
H.O.A. EASEMENTS ALONG ALL STREETS RUN PARALLEL TO AND
ADJACENT TO THE PUBLIC UTILITY EASEMENTS SHOWN HEREON.
H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE
REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION.
13. 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 COUNTY 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.
14. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER
SERVICE FOR THE SUBDIVISION.
15. 1/2" IRON RODS SHALL BE SET AT ALL CORNERS UNLESS
OTHERWISE INDICATED.
16. ALL PROPOSED CUL—DE—SACS SHALL HAVE A R.O.W. RADIUS OF
50' AND A PAVEMENT RADIUS OF 40'.
17. EXISTING LAND USE: VACANT/AGRICULTURAL
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL
VILLAGES OFI-N-DIAN LAKES -PHASE X
&.v M 1 1%01v; WWI i "Illm iimulj%iV L.HACo
- VICINITY- MAP ` NOr TO SCME
PROPOSED WATER LINE W W
PROPOSED DIRECTION OF DRAINAGEI)?UNOFF}--
PHASE LINE
DRAINAGE WAY
RIGHT OF WAY CENTERUNE
PROPERTY UNE
(SUBJECT BOUNDARY AND ADJOINERS)
LEGEND
TOTAL LOT COUNT-
40 LOTS
TOTAL LOT ACREAGE.
57.50 AC
TOTAL H.O.A. COMMON AREA ACREAGE
12.32 AC
TOTAL RIGHT—OF—WAY ACREAGE
9.90 AC
TOTAL ACREAGE OF PHASE X.
79.72 AC
T� .
-PRE-L-lM-lNAlmiw2'h'Y�-P:LAT,'
.NOT FOR. - R.ECO.RD
OF
VILLAGES � OF F INDIAN LAKES
PHASE. X
r779.72 ACRE -TRACT
- J. M. BARRERA =SURVEY, A-69
H. G. HUDSON SURVEY, A-141
BRAZOS COUNTY, TEXAS
SCALE: "AS SHOWN - NOVEMBER " 6; 2006
SHEET 1. OF 3
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29TH STREET, SUITE 100
BRYAN
4384 02
PREPARED BY: ENGINEER/SURVEYOR:
SMILING MAI -LARD DEVELOPMENT -LTD MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET -SUITE 100 1008 WOODCREEK-"DRIVE, SUITE 1`03
BRYAN
TEXAS
46 438 b02 COLLEGESTATION,
TION, TEXAS 77845
38
.1
18,04'1 1"E
80.00'
k.
LOT 26
LOCKA
1$1 AC
PPER RIVER DRIVE
7�
2'"
O
66.41#E ,
BLOCK 15 LOT 24�
1.33 AC BLOCK 15
1.48 AC
LI 49'03" EI Z506.51 '
LOT 21
BL K 1
A .2 -6 -AC
t '
ILC/glys
Q100 OM
IONS, IN
ENT �
\ t `
lard De velo m t td.
$0, C/2-00Unplatted ..564.24 -Ace c •
p
ENT T FINE � G
V\gGR 0 . RIG. �ASFM 4 .
10 �IQUIC. \y�S£EtijE.N� T Op Wq T t10
L T3 , , ` STs p,,� -, AQ�isou"/./ y v,
Ek1N£ '0'W/ G
/BLOCK -21 IE /'-/pFST P/pF
2.04 AC
i OT 1
BLO�.K21 �� L T2
1.37 A N� BLOCK 1
.1. 4 A �+
200. 2
_ 1 .30' =108.
A_ E RIV
.(80 &W.: N 3fl = P mt., ,75 F
�' - 892.03'
M�JAVE CAN,I�'ON D
LOT 11 \
BLO
1.41 AC LOT
K 13
1.51 C BLOCK 15
.82 AC
SHEET2
MATCH �
SH 3 ------------
LOT 14
BLOCK 15
1.48 AC_
.a
LOT 25
W
BLOC
�o
2.13
RADIUS LENGTH
TANGENT
0
C1 92' 03"42 ��
=25.00 = - 40:17
S
s�1
O'
S6•.
S 36 26'06" E -35.99
C2 320 5345"
810.00' 451.63'
.3
l
S 660 23' 34"E 445.80'
.13.
BLOCK 15 LOT 24�
1.33 AC BLOCK 15
1.48 AC
LI 49'03" EI Z506.51 '
LOT 21
BL K 1
A .2 -6 -AC
t '
ILC/glys
Q100 OM
IONS, IN
ENT �
\ t `
lard De velo m t td.
$0, C/2-00Unplatted ..564.24 -Ace c •
p
ENT T FINE � G
V\gGR 0 . RIG. �ASFM 4 .
10 �IQUIC. \y�S£EtijE.N� T Op Wq T t10
L T3 , , ` STs p,,� -, AQ�isou"/./ y v,
Ek1N£ '0'W/ G
/BLOCK -21 IE /'-/pFST P/pF
2.04 AC
i OT 1
BLO�.K21 �� L T2
1.37 A N� BLOCK 1
.1. 4 A �+
200. 2
_ 1 .30' =108.
A_ E RIV
.(80 &W.: N 3fl = P mt., ,75 F
�' - 892.03'
M�JAVE CAN,I�'ON D
LOT 11 \
BLO
1.41 AC LOT
K 13
1.51 C BLOCK 15
.82 AC
SHEET2
MATCH �
SH 3 ------------
LOT 14
BLOCK 15
1.48 AC_
�.OT 19
LOCK 15
1.86 AC
,LOT 15
BLOCK 15
1.89 ACi
=wl
1114 SINE UNF C G
p0 EgSE. Rp F 0,
1pE�/NR1. s T FR�u
,--LOT 4 N
cAs G BURS w
rolb
BLOCK 21 E c sYSr?U/V y
.45 AC , ` 6� 20ss
1 , �SEMFFM
ClS '' 6 2 �,� �� �� O/z p pG NT Lo
�l O. �� ° \ \ 1pE4 \
y 4» Waterline �8�3' �
.0
Ali, W4
LOT 6
O
•s .0 \� �of I. �'O ` \� \�
.� BLOCK 21
BLO K 21 1.23 AC �II� ° '50
�\.0
PRELIMlNARYP�LAT
NOT FOR -R**ECOR-D...-
OF
VILLAGES OF INDLALN L- ALES
PHASE X
79.72 ACRE TRACT .
J. M. BARRERA SURVEY, A-69
H. G. HUDSON SURVEY, A441
BRAZOS- COUNTY; TEXAS
SCALE: 1 " = 80' NOVEMBER 6, 2006
SHEET 2OF3
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT LTD.
3608 EBRYAN TTEXAS 77M ITE 100
(97 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
SMILING MALLARD DEVELOPMENT, LTD. MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
BRYAN 87802 COLLEGE STATION `TEXAS 77845
v? 16 3j � �� (979) 693'-3838
3 , 213:22' 09 50 o8
- 80.00
09.62' .-
� 3 �
9 - 82 21\
9.38 \
- 0•
I LOT
BLOC05
2.14 AC
2
.INE
3 I
59.38
60
w- -W_- - -224.43
VIP
10' H.O.A. ESrnt.
.12" ateriine ! I
LQT 4.0
LOT 8
.S I o � - - LOT
II: o BLOC
BLOCK 21 I 3I 1.58 C BLO 21
2 1.5 AC ��
\ ► I LO 8
5.26 ; ,208 \\ BLO 1 0 q
°-1.67
187 7 '
192.81
OT �I 3 W -w - ---- -
\\ s
BL C :21 W tK
6 9 6
1 6 157.2 �o� <3
\ w 9
cfl h •28
3o9.Os N I 3 1 Il.LOT 20 �� BLOI,
� BLOCK 1
;a
O
LqT I
L CSC. �1
CIA 7
1.2 Aa? N 13 \\
4 LOT 21 ��\ \ \ O
�
813 BLOCK.:21
OT 19 a 1.09 AC
LO 1 ��L _ \ K 21
v -BL 2 � \ �� - 236.33
L T 70 N .27 A c \\ G \
BL K S 2 W ` w �\ ( - SHEET 2
�MATCH .61 \ $� �� MA H LINE
3.19 C SHEETS
:Q
w .07o� L
.341.61 `� \ 96' r', LOT 22
1 TT 1.8. -BLOCK21 \ ?
-�� \ .BLOC
LOT �12 \ 09 AC ''2 \ ��
BLOC . 1 \� 2� '\
N 2.03 AC
N ,yam
\\ r
o \ 232 .
\\ L
5s \\ \\ K
:: LOT 17 N 1..5 C
BLO 21 0
CURVE TABLE
CURVE DELTA
RADIUS LENGTH
TANGENT
CHORD BEARING CHORD
C1 92' 03"42 ��
=25.00 = - 40:17
25.92
S 36 26'06" E -35.99
C2 320 5345"
810.00' 451.63'
236.62'
S 660 23' 34"E 445.80'
�.OT 19
LOCK 15
1.86 AC
,LOT 15
BLOCK 15
1.89 ACi
=wl
1114 SINE UNF C G
p0 EgSE. Rp F 0,
1pE�/NR1. s T FR�u
,--LOT 4 N
cAs G BURS w
rolb
BLOCK 21 E c sYSr?U/V y
.45 AC , ` 6� 20ss
1 , �SEMFFM
ClS '' 6 2 �,� �� �� O/z p pG NT Lo
�l O. �� ° \ \ 1pE4 \
y 4» Waterline �8�3' �
.0
Ali, W4
LOT 6
O
•s .0 \� �of I. �'O ` \� \�
.� BLOCK 21
BLO K 21 1.23 AC �II� ° '50
�\.0
PRELIMlNARYP�LAT
NOT FOR -R**ECOR-D...-
OF
VILLAGES OF INDLALN L- ALES
PHASE X
79.72 ACRE TRACT .
J. M. BARRERA SURVEY, A-69
H. G. HUDSON SURVEY, A441
BRAZOS- COUNTY; TEXAS
SCALE: 1 " = 80' NOVEMBER 6, 2006
SHEET 2OF3
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT LTD.
3608 EBRYAN TTEXAS 77M ITE 100
(97 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
SMILING MALLARD DEVELOPMENT, LTD. MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
BRYAN 87802 COLLEGE STATION `TEXAS 77845
v? 16 3j � �� (979) 693'-3838
3 , 213:22' 09 50 o8
- 80.00
09.62' .-
� 3 �
9 - 82 21\
9.38 \
- 0•
I LOT
BLOC05
2.14 AC
2
.INE
3 I
59.38
60
w- -W_- - -224.43
VIP
10' H.O.A. ESrnt.
.12" ateriine ! I
LQT 4.0
LOT 8
.S I o � - - LOT
II: o BLOC
BLOCK 21 I 3I 1.58 C BLO 21
2 1.5 AC ��
\ ► I LO 8
5.26 ; ,208 \\ BLO 1 0 q
°-1.67
187 7 '
192.81
OT �I 3 W -w - ---- -
\\ s
BL C :21 W tK
6 9 6
1 6 157.2 �o� <3
\ w 9
cfl h •28
3o9.Os N I 3 1 Il.LOT 20 �� BLOI,
� BLOCK 1
;a
O
LqT I
L CSC. �1
CIA 7
1.2 Aa? N 13 \\
4 LOT 21 ��\ \ \ O
�
813 BLOCK.:21
OT 19 a 1.09 AC
LO 1 ��L _ \ K 21
v -BL 2 � \ �� - 236.33
L T 70 N .27 A c \\ G \
BL K S 2 W ` w �\ ( - SHEET 2
�MATCH .61 \ $� �� MA H LINE
3.19 C SHEETS
:Q
w .07o� L
.341.61 `� \ 96' r', LOT 22
1 TT 1.8. -BLOCK21 \ ?
-�� \ .BLOC
LOT �12 \ 09 AC ''2 \ ��
BLOC . 1 \� 2� '\
N 2.03 AC
N ,yam
\\ r
o \ 232 .
\\ L
5s \\ \\ K
:: LOT 17 N 1..5 C
BLO 21 0