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SITE MA
OWNER'S ACKNOWLEDGMENTS AND DEDICATIONS
STATE OF TEXAS
Thousand Oaks 1397 Acre Tract
COUNTY OF BRAZOS
LAYOUT TAB
1 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
Tract, 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 Mallord Development, LTD.
By: Smiling Mallard Management, LLC.
Its: General Partner
By: Paul Clarke
Its: Manager
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Paul Clarke, known to me to be the
pui son whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the
same 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
KAREN C0LE AAA Printed Name:- - -1 \`�
a w Notary Publ(C, State DI Texas My Commission Expires:
" \. My Commission Expires
DECEMBER 2, 2003
CERTIFICATE OF SURVEYOR
I, S. M. Kling, Registered Professional Land Surveyor No. 2003, in the State of Texas, hereby certify that this plat
o
is true and correct and accurately represents the lines and dimensions of the property, was y, prepared from an .
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 ore no encroachments, conflicts or protrusions, except as shown
htrean.
-------- - - - - --
G � S. Kling, R.P.L.S. No. 2003
• ..
1 S.M. KLING
.. ....
2003
r o
�j Ess .
SUR`I
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 plQ was duly filed for approval with
ti lonning 4 Zoning Commission of the City of College Station on the ► _ day of
2002.
.. '�.. J
Chairman, Plann�*rg & Zonl g Commission
City of College Station, T -
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,
Texos.
Ll . __ _ --
City En sneer, City of College Station, Texas
CERTIFICATE OF COUNTY JUDGE
f�yV�� �op1 E5 County Judge of Brazos County, Texas, do hereby certify that this plat was duly
approved by the Brazos County, Commissioners' Court on the `L'` day of - 7;C?. e-E Mg-9-A ------ - - - - -
2002.
County dge, Brazos Co y
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
i i I, Karen McQueen, County Clerk in and for said cq�ynt do hereby certify that this plat authentication was filed
, j ---- - - - - --
for record in my office the _�__ ddax,Qf _ Q. _ __ 2002, in the Official Records o
Brazos County, Texas, in Volume Page _
Ad- 1j, &e ---------
i Karen McQueen, Cou Clerk, ozos C u ty, Texas
t � y
i,
r
S H E E T 3 CALLED B TRUST i BEWLE TRUST
7 76.252 Ac. I EAST HALF OF 157.6 ACRE TRACT
VOL. 2259, PG. 19 (UNPLATTED)
(UNPLATTED) (RURAL-VACANT)
(RURAL-VACANT)
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SMILING MALLARD DEVELOPMENT, LTD.
REMAINDER OF 1037.24 AC.
TRACT Two
VOL. 4247, PG. 51
(UNPLATTED)
(RURAL - VACANT)
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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 : 1 " = 500
McFARLANE
1215.83 Ac. TRACT 1
VOL. 1155, PG. 778
(UNPLATTED)
(RURAL-VACANT)
1A
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LOT 1, BLOCK 12 t 26
(LAKE ARAPAHO)
27
T
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 SUBDLVISION.
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 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.
d.) ON -SITE SEWAGE FACILITIES (SPRAY AREA OR EVAPOR-
TRANSPIRATION BEDS) SHALL BE LOCATED A MINIMUM 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 T' -RUN 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 DOES 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
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PHAS4 ONE
401.03 AC.
INDIAN LAKES
1397.24 AC. - - -- -V '
DEVELOPMENT
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FINAL PLAT
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INDIAN LAKES SUBDIVISION
PRASE 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 -6212
LAND DEVELOPMENT PROJECT NAME
Thousand Oaks 1397 Acre Tract
XREF DRAWING NUMBER
LAYOUT TAB
DRAWING NUMBER
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INDIAN LAKES SUBDIVISION
PRASE 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 -6212
LAND DEVELOPMENT PROJECT NAME
Thousand Oaks 1397 Acre Tract
XREF DRAWING NUMBER
LAYOUT TAB
DRAWING NUMBER
Layoutl .dwg
Sheet — l —Final —Plat
Phase — l — FP.dwg
I
117
❑:,h_. Ti _ 1wy _r �.iwa 1" 1� �_J� -
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Indian Lakes Subdivision
THENCE along the southeast right -of -way line of Chaco Canyon Drive (70'
401.03 Acre Phase One
right -of -way) as follows:
J. M. Barrera Survey, A -69
distance
Brazos County, Texas
Westerly along said transition curve for an arc length of 39.27 feet to a
feet
iron rod set at the end of this curve, the chord bears N 81' 01' 36" W - 35.36 feet,
'h"
S 53° 58' 24" W for a distance of 507.55 feet to a 1 /2 " iron rod set at
set,
the beginning of a curve concave to the southeast having a radius of 565.00 feet,
19'
Southwesterly along said curve for an arc length of 162.78 feet to a 1 12 " iron
E
rod set at the end of this curve, the chord bears S 45° 43' 1 1 " W - 162.22 feet,
distance
S 37 27' 58" W for a distance of 812.87 feet to a �6" iron rod set at
Field notes of a 401.03 acre tract or parcel of land, lying and being situated in the
the beginning of a curve concave to the southeast having a radius of 965.00 feet,
J. M. Barrera Survey, Abstract No. 69, Brazos County, Texas and being part of the 360.00
Southwesterly along said curve for an arc length of 127.03 feet to a ',�" iron
acre Tract One and part of the 1037.24 acre Tract Two described in the deed from
rod set at the end of this curve, the chord bears S 33° 41' 41' W - 126.94 feet,
Thousand Oaks Development Company Joint Venture to Smiling Mallard Development Ltd.
S 29 55' 25" W for a distance of 944.18 feet to a 'h" iron rod set at
recorded in Volume 4247, Page 51, of the Official Records of Brazos County, Texas, and
the beginning of a curve concave to the southeast, having a radius of 565.00 feet,
said 401.03 acre tract being more particularly described as follows:
Southwesterly along said curve for an arc length of 178.39 feet to a iron
of
rod set at the end of this curve, the chord bears S 20° 52' 42" W - 177.65 feet,
northwest corner of the beforementioned
BEGINNING at the 1/2" iron rod set at the n
S 11 ° 49' S8" W fora distance of 35.83 feet to a �6" iron rod set at the
1037.24 acre tract, some being in the south line of a called 76.252 acre tract described in
beginning of the cul -de -sac transition curve, having a radius of 25.00 feet,
the deed to the Bewley rust recorded in Volume 2259, Page 19 of the Official Records of
y
Southeasterly along said curve for an arc length of 16.09 feet to a W" iron
Brazos County, Texas;
rod set at the beginning of the cul -de -sac curve, having a radius of 50.00 feet, the chord
THENCE N 89° 04'25 E along the common line of the beforementioned 1037.24 acre
bears S 06° 36' 07" E - 15.81 feet
tract and the beforementioned 76.252 acre tract, adjacent to a fence, for a distance of
Southwesterly along said cul -de -sac curve for an arc length of 155.16 feet to
" e northeast or north corner of the 50' wide Citgo
390.39 feet to a 1/2" Iron rod set at th
a 1 12 " iron rod set at the end of this survey, the chord bears S 63° 51' 49" W 99.98
Pipeline easement as amended in Volume 4050, Page 98 of the Official Records of Brazos
feet,
County, Texas, from which a Citgo pipeline marker in fence bears N 87° 37' 23" W a
for
distance of 45.6 feet, and a 3/8" iron rod found in concrete at a 6" creosote post fence
THENCE S 62 45' 50" W for a distance of 40.16 feet to a 16" iron rod set;
corner marking the northeast corner of the beforementioned 1037.24 acre tract bears N 89°
1 h " iron rod set at the end
04' 25" E a distance of 5221.16 feet;
THENCE S 1 1 ° 49' 58" W for a distance of 294.38 feet to a ' iron rod set;
THENCE through the interior of the beforementioned 1037.24 acre and 360.00 acre
THENCE S 65° 35' 22" W for a distance of 112.33 feet to a crosstie fence carrier
tracts, as follows:
found in the common line between the beforementioned 360.00 acre Tract One and the
chord
1037.24 acre Tract Two, said crosstie fence corner also being the occupied northeast corner
"P ",
THENCE S 54 ° 21' 53" E along o the northeast line of the beforementioned 50' wide
of the called 320 acre tract - Frank B. McGregor described in Volume Page 387, o
Citgo Pipeline Easement , for a distance of 1922.55 feet to a t 1 h" iron rod set in the north
the Deed Records of Brazos County Texas, the southwest corner of the said 360.00 acre
right -of -way (100' right -of -way) line of Mesa Verde Drive, some being a curve concave to
tract bears S 00° 15' 38" W - 833.33 feet.
the north having a radius of 2450.00 feet;
Southeasterly
along
THENCE along the common line between the beforementioned 1037.24 acre Tract Two
THENCE along th e north right-of-way line of Mesa Verde Drive (100' right -of -way )
and the McGregor 320 acre tract, adjacent to a fence, as follows:
as follows:
S 89 44' 22" W for a distance of 1854.96 feet to a 4" creosote post
Westerly along said curve for an arc length of 136.52 feet to a 1 h " iron rod
fence corner,
N 02° 09' 26" W for a distance of 556.07 feet to a crosstie fence corner
set at the end of this curve, the chord bears S 89° 59 38" W - 136.50 feet.
S 89° 32' 05" W for a distance of 622.21 feet to a 10" creosote post
N 88 24' 35" W for a distance of 373.84 feet to a 1 h " iron rod set,
fence corner marking the common corner between the 1037.24 acre Tract Two and the
50.78'
468.48 acre tract described in the deed to William W. Smith recorded in Volume 2533, Page
THENCE S 01 ° 35' 25" W across Mesa Verde Drive (100' right -of -way) fora distance
315, of the Official Records of Brazos County, Texas.
of 100.00 feet to a 'h" iron rod set in the south right -of -way of Mesa Verde Drive.
the line between the beforementioned 1037.24 acre Tract Two
657.17
THENCE along common
THENCE along the south right of way line of Mesa Verde Drive (100' right -of -way) as
and the Smith 468.48 acre tract, adjacent to a fence as follows:
follows:
N 00° 29' 32" W for a distance of 1296.07 feet to a 10" creosote post
S 88 24' 25" E for a distance of 373.84 feet to a '/y iron rod set at
N 00 26' 28" W for a distance of 2924.95 feet to a 8" creosote post,
the beginning of a curve concave to the north having a radius of 2550.00 feet.
N 00° 29' 53" E for a distance of 135.56 feet to a 1 h " iron rod set;
Easterly along said curve for a arc length of 269.53 feet to a 1 12 " iron
THENCE throught the interior of the beforementioned 1037.24 acre tract, as follows:
rod set in the northeast line of the beforementioned 50' wide Citgo Pipeline Easement, the
40" E for distance of 1035.25 feet to a '/Z" iron rod set,
chord bears N 88 33' 44" E - 269.40 feet.
THENCE S 45° 17' a
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
'h"
iron rod
set,
S 54°
19'
23"
E
for a
distance
of
979.45
feet
to a
1 h "
iron rod
set.
S 54°
05'
24"
E
for a
distance
of
493.80
feet
to a
1 h"
iron rod
set,
THENCE N 03 03' 46" E for a distance of 410.21 feet to a �6" iron rod set
THENCE
74° 34' 53" E for a
distance of 397.64 feet to a
1 /2 " iron rod set
THENCE
S 15 25' 07" E for
a distance
of 150.13 feet to
a 'h" iron rod set in the
north cul -de -sac
right -of -way line
of Calusa
Springs Drive (70'
right -of -way) , some being
a curve concave
to the south having a radius
of 50 feet;
to the southwest having
THENCE
along the north and
east right
of way line of Coluso
Springs Drive (70'
right -of -way)
as follows:
the chord bears S
10° 32' 12" E - 145.24 feet,
S 00° 55' 35"
Easterly
along
said curve for a arc length of 110.71 feet to a 1 12 " iron
rod set at the, beginning of
a Reverse curve having a radius of 25.00 feet, the chord bears
S 46 42' 43" E - 89.44 feet.
Southerly along
said curve for an
/
arc length of 16.09 feet to a 1 /z " iron
rod set at the end of this
curve,
the chord bears S
01 42' 43" E - 15.81 feet;
S 20° 08' 49"
E
for a distance of
220.81 feet to a 1 h " iron rod set at
the beginning of a curve concave
to the southwest having
a radius of 435.00 feet;
to 1 h" iron
Southerly
along
said curve for a arc
length of 145.93 feet a
rod set at the end of this
curve,
the chord bears S
10° 32' 12" E - 145.24 feet,
S 00° 55' 35"
E
for a distance of
409.13 feet to a 1 12 " iron rod set at
the beginning of a curve concave
to the west having
a radius of 435.00 feet;
to 1 � " iron
Southerly
along
said curve for an
arc length of 259.03 feet a
rod set at the end of this
curve,
the chord bears S
16° 07' 58" W - 255.22 feet
S 33 11' 31"
W
for a distance of
76.32 feet to a 1 h" iron rod set at the
beginning of the transition
curve from Calusa Springs
Drive to Indian Lakes Drive (80'
right -of -way), having a radius of
25.00 feet;
for
Southerly
along
said transition curve for an arc length of 37.63 feet to a
1 h " iron rod set at the end
of this
curve and in the
northeast right -of -way line of Indian
Lakes Drive (80' right -of -way), same being a curve
concave to the southwest having a
radius of 890.00 feet, the
chord
bears S 09' 55' 41"
E - 34.18 feet,
THENCE along the northeast right -of -way line
of Indian Lakes Drive (80' right -of -way)
as follows:
39.27'
C50
76 30'26"
Southeasterly
along
said curve for an arc length of 264.40 feet to a %" iron
rod set at the end of this
curve,
the chord bears S
44° 32' 15" - 263.43 feet,
S 36 01' 36"
E
for a distance of
740.61 feet to a 1 /2 " iron rod set,
THENCE
S 53° 58' 24"
W across Indian Lakes Drive
(80' R.O..W.) for a distance of
80.00 feet to
a 36" iron rod
set at the beginning of the
transition curve from Indian Lakes
Drive to Chaco
Canyon Drive
(70' right -of -way) having a
radius of 25.00 feet;
THENCE N 44 42' 20" E for a distance of 351.64 feet to a 1 h " 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 distance of 70.00 feet to a 1 h " iron rod set the
beginning of the cul -de -sac curve concave to the north having a radius of 50.00 feet,
Southerly and Northerly along said curve for a arc length of 203.44 feet to
the beginning of a curve, concave to the northea.st, having a radius , of 25.00 feet, 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 �6" 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
said curve for an arc length of 387.85 feet to a 1 h"
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
C46
iron rod
set,
THENCE N 42°
51' 47"
W
for a distance of 95.50 feet to a 1 h" 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 %" 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;
756.25' 533'41 '41 "W 736.75'
39.27' N07'32 02 "W 35.36'
171_27' N6I'16'07' " W 710
53.22' 566' _29'42 "E 53.19'
1 36. 00' 575 '45'26 "W 32.97'
Northwesterly along
said curve for an arc length of 387.85 feet to a 1 h"
THENCE along the southwest right -of -way of Mesa Verde Drive (80' right -of -way) as
follows:
THENCE N 00 29' 53" E along the common line between the beforementioned 1037.24
acre Tract Two and the Smith 468.48 acre tract, adjacent to a fence, at a distance of
84.64 feet, pass a cross -tie fence corner, continuing on for a total distance of 94.36 feet
to the PLACE OF BEGINNING containing 401.03 acres of land, more or less.
CURVE TABLE
Northeasterly
along said curve for an arc length of 53.00 feet to a
1 h "
iron
rod set at the beginning of a curve concave to the northeast having a radius of
C11
C12 1
C73
C14 1
C'15
890.00
feet, the chord bears N 30° 51' 39" E - 43.62 feet,
N76'18'43E 34.18'
N16 *07'58'E 214.15'
N38 "W 30. 31 "
S 1 U 32'1 _' "E 90. 65 '
N77'10'07 "E 30.31'
C76 3652'12"
C17 1253'44' ?3"
- --
C18 36 52 2
l "
C79 19'13 14" 1
C20 34'07'06' 1
Northwesterly along
said curve for an arc length of 45.64 feet to a 'A" iron
rod
set at the end of this curve,
the chord bears N 28° 23' 59" W - 45.64 feet,
16 30'26"
732'33" i
N 26° 55' 49" W
for a distance of 372.76 feet to a 1 h " iron rod set
at
the
beginning of a curve concave
to the southwest having a radius of 810.00 feet,
_1
756.25' 533'41 '41 "W 736.75'
39.27' N07'32 02 "W 35.36'
171_27' N6I'16'07' " W 710
53.22' 566' _29'42 "E 53.19'
1 36. 00' 575 '45'26 "W 32.97'
Northwesterly along
said curve for an arc length of 387.85 feet to a 1 h"
iron
rod
set at the end of this curve,
the chord bears N 40° 38' 51 " W - 384.15 feet,
7'00'35"
C39
N 54° 21 53 W
for a distance of 327.41 feet to a 1 h " iron rod set
at
the
beginning of a curve concave
to the south having a radius of 610.00 feet,
feet to %" iron
15.81 '
80.00'
15.81'
32.97'
154.56'
C4
Northwesterly along
said curve for a crc length of 480.58 a
beforementioned 1037.24 acre Tract Two and
the
rod
set in the common line between the
05" W - 468.25 feet;
1 82 30'79
Smith 468.48 acre tract, the chord bears N 76° 56'
_C
C44
THENCE N 00 29' 53" E along the common line between the beforementioned 1037.24
acre Tract Two and the Smith 468.48 acre tract, adjacent to a fence, at a distance of
84.64 feet, pass a cross -tie fence corner, continuing on for a total distance of 94.36 feet
to the PLACE OF BEGINNING containing 401.03 acres of land, more or less.
CURVE TABLE
DEL TA RADIUS
LENGTH
BEARING ! CHORD
C1 1358' 690. 529.52' N7620'�9 "W 516.62'
- ' --- 1 I .. _.._ _._
C2 9726 04 890.00 4- N4038 51 W 4 %2.09
C3 8 '56'51 " 810.00' 126.49' 5.31 24'15 "E 126. 36'
5'31'55" 25.00 X2.92' S62'08'3, "' 3'
C4 �''
C'5 3'11 '34" i 2450.00' 136.52' N8959'38 "E 136.50'
C6 6'032 " i 2550.00' 269.52' N8833'44 "E _269.40'
73529'57" 25.00' , 59. 12' 52350 "'6 "W 46. 28'
C8 20'0 0'00" 890 00' 3 10.67 N33 309.09'
C9 53' 40'50 " . 810.00' 758.89' 550'44 57 "E 731.44'
- C10 l 17'01' 890.00' 1 264. N69'04'43 "W i 26J. 4 -1
C11
C12 1
C73
C14 1
C'15
86'?425 "
34'07'06 ""
- -
74
7
130 02' ?9 °
7437'52'"
25.00' 37.63' I
365. 00' 217.35'
-
25.00' 32.56' _
50.00' 113.48'
25.00' 32.56'
N76'18'43E 34.18'
N16 *07'58'E 214.15'
N38 "W 30. 31 "
S 1 U 32'1 _' "E 90. 65 '
N77'10'07 "E 30.31'
C76 3652'12"
C17 1253'44' ?3"
- --
C18 36 52 2
l "
C79 19'13 14" 1
C20 34'07'06' 1
_ 25._00_' 16.09'
- 50.0 0' .. 221.43'
25. DO 16.09'
435 00' 145 - 93' I
435.00 i 259.03' I
N3834'55 "VV 75.81'
56951'11 "W i 80.00'
S01 '4;''-13' E 15.81 '
N1032 72 "W 145 ?4'
N16'07'58 "E � 255.2'
C21 86'14'25"
- -- i -- - --- - -- -
C22 1 18"
C2_ 90'00'00 °
25.00' 37.63" SO9'55'41 "E 34.
- - i -
W 2� 3'
890 00 _ !64.40 I_ N44 J2�15 " 6 4
' �.. _
25.00' 39. 2 7' N87 01 36 "W 35.
565 .00' 162. 78 ✓45_ 43 11 "W 1 62.22' ._
965.00' 727.03' 5 33'4 41 "W I -6. 94'
C2 4_)
C25
16 30'26"
732'33" i
C26
C27
C28
C29
C30
1 ;
565.00' i 178.39' S20'52'42 "W 17765'
25.00' 16.09' '306 "36 08 "E 75. 81'
50.00' ! 1 : 1 1.43' S78'10 "E 80.00'
25, 00 N30'76 04 "E 75. 87'
635.00' 1 200.50' i S20'52'42 "W ! 199.66'
36 52'10"
253'44
36'52 12" t
18'05'26"
C31
7 323
_1
756.25' 533'41 '41 "W 736.75'
39.27' N07'32 02 "W 35.36'
171_27' N6I'16'07' " W 710
53.22' 566' _29'42 "E 53.19'
1 36. 00' 575 '45'26 "W 32.97'
C32
90'00
25. 00'
365 .00'
435.00'
C
1727'58"
C34
7'00'35"
C39
1 8230'19"
C 25.00"
C40
3652 2 "
25.00'
50.00'
16.09' S16'04'11 "W
_221.43' S55'29 44 "E
16.09 N5 56 22 "E
36. 00' ( N06 44'53 "W
-- -
155.39' S37 46'02 "E i
15.81 '
80.00'
15.81'
32.97'
154.56'
C4
253'44'23"
C42
.3652'1
25.00'
L 15
1 82 30'79
X5. 00'
435.00'
_C
C44
-
1 2028'00"
C45
233 "07'48"
50.00'
203.44'
_ 23. . 18'
270.53'
132. '
589'07_'52 "W
SOO'58'08 "E
S 18'46 O1 "E
N61 '1 b O "W {
I N8227 58 "E I
89.44'
2' 36'
264.38'
132.09'
35.36'
C46
53'07 '48"
25.00'
365 .00
C47
422 7'
C48
17'27'58"
43 5. DO'
C49
90'00'00"
25 00'
39.27'
C50
76 30'26"
63
182_95'
S45 *43'1 " "W_
182.32"
C51
90'00'00"
25.00'
_ 39.27 '
_
_N 5_8 "E
3 5.36 '
C52
4133'46"
810.0
50.78'
"W
574.78'_
C53
4155'15"
890.00 _
657.17
_N 56 ' 48'2 9
556'37'4 "E
636.75_'_
C54
86'7425"
, 25.00'
37.63'
N78'47'20 "W
34.18'
C55
6350'44"
875.00'
908.77'
S26'1 "
8_6
C56
14'1539"
885.00'
220.27'
NO1 "E
2 19 .71 '
C57
28 5236"
8 75.00'
470. 76'
-
S05 55'55 "E
406.42'
C58
74'3658
885_00'
25.00
- --
225.76'
16.09'
----------------------
N 13 "03'45 "W
S24'7 7'22 "E
225. 75'
75.87'
C59
3652'12 "
C60
253'4423"
5
1 22 1.43' _
N84'74'44 "E
72
r
C61
36 52'12"
1 2 5.00'
16.09'
N72
_ 80.00 '_
7 5.81 '
207._3_4
C6 2
14 3658"
815.00'
207.90'
N7 3'03'45 "
C63
28'52'36 "
885.00'
446.04'
1 S05 "E
447.33
C64
14'15'39"
815.00'
202.85'
NO122'33 "E
20 2.33 '
C65
84'41'12"
25.00'
36.95'__
N4 8 '0 5'S2 "W
193.36'
C66
95'18'48"
25.00'
41.59'
N 41 '5 4'08 " E
_3_
36.96
C67
63'50'44 "
885.00'
986.
_ __
S26 '10'06 "W
__
935.93'
C68
86'14'25"
25.00'
37 .63'
N74'58'15 "E
34.18'
C69
4'1425"
1 890.00'
1 65.86'
526'01'45'E
65.85'
C70
20 00'00"
810.00'
282 .74'
N33 54'32 "W_
S42'48'35'E
N "W
1281.31'
I 34.1
C7 1
2'11'55"
89
_ _34.15'
20.38'
C 72
46'41'58"
L149
C73
53'07'49"
_25.
1 25.00'
23.78'
S28 *4 "
N61 '12'38'E
22.3 6_'
89.44'
C74
233'07'48"
50.00'
203.44'
C75
127 2733"
25. DO'
53.00'
N30 57' °_E_
43 .62 "_
C76
256'19
890.00'
67.22'
S28 23'59 "E
-
45 . 6 4 " -, -
C77
2726'04"
810.00'
_4 5.6 5 '
387.85'
N40,38'57 "w
N7656'05 "W
56854'32 "E
384.15'
468.25'
35.36'
C78
45'08'22"
610.00'
480.58'
39.27'
C79
90'00'00"
25.00'
C80
5935'09"
1 535.00'
556.38'
N84'06'58 "W
531.65'
C81
90'00'00"
25.00'
39.27'
S21 '05'28 "
35.36
C82
159 35'09
465.00'
483.59'
N84'06'58 "W
462.09'
C83
36
25.00'
16.09'
S72'4529 "E
75.81'
C84
36 52'12"
1 25.00'
16.09'
N35'53'18 "W
15.81 '
C85
253'44'23"
1 50.00'
221.43'
N35'40'37 "E
80.00'
Ism
row..
a't
3 �yl
V7
Epw
co
0 co
F
LOT -LINE TABLE
LINE
BEARING
LENGTH
L 1
5,33'1131 "W
76.32'
L2
N33 "E
76.32'
L3
S7 7'49'58"W
35.83'
L4
N34'30'7 6 "E
138.95'
L5
S34 30'76 "W
738.95'
L 6
S27 32'02 "E
60.00'
L 7
N08'30'23 "E
75.00'
L8
N2022'14 "W
62.80'
L9
N05'45'16 "W
97.76'
L 1 D
S05'45'16 "E
97.76'
L40
520'22'14 "E
62.80'
L41
S0830'23 "W
75.00'
E14
NO2'7328 "W
70.00'
L43
S23 °40'03 "W
47.99'
L 15
N06 29'58 "W
84.94'
L16
N70'00'00 "W
53.42'
L77
570'00'00 "E
29.76'
L 18
555'16'05 "E
65.52'
L79
52240'00 "E
90.31 '
L20
S32 2627 "E
79.94'
L21
539 28'54 "E
70.96'
L22
N75 04'42 "W
122.64'
L23
N75'13'38 "E
776.03'
L24
53154'32 "E
729.70'
125
520'08'49 "E
78.98'
L26
NDO 5535 "W
40.35'
L27
N3334'20 "E
50.78'
L28
N55 "W
83.34'
L29
NO3'09'46 "E
75.45'
L291
NO3'09'46 "E
751.34'
L292
N09'0824 "W
5359'
L293
N19 *04'43 "W
89.86'
L294
N25,3929 "W
49.99'
L295
N102329 "W
73.62'
L296
N23'78'3B "W
56.44'
L297
S57 *40'50"E
284.23'
L298
52354'32 "E
70.00'
L299
N66 °05'28 "E
77 25'
L300
S66 '05'28 "W
77.25'
LAKE LOT -LINE TABLE
LINE
BEARING
LENGTH
L30
N88'44 22 "E
25.00'
L31
NOB 35'33 "E
178.81'
L52
NO324'19 "E
132.31'
L33
N44'58'02 "E
202.89'
L34
N31 '03'06 "W
63.35'
L35
N31 '03'06 "W
92.08'
L36
N18'00'58 "W
206.54'
L37
N28'02'73 "W
109.72'
L38
IV363624 "W
52.00'
L39
S78'08'20 "W
51.43'
L40
N40'40'73 "E
67.74'
L41
N13 50'71 "E
90.56'
L42
52J32'42 "E
23.60'
L43
S01'49'13 "W
84.76'
L44
55944'20 "E
55.53'
L45
S43'41 '30 "E
134.27'
L46
55622'04 "E
163.44'
L47
N8548'32 "E
108.02'
L48
N1736'21 "E
144.22'
L49
N14 5221 "W
250.76'
L50
N78 41 '00 "E
117,87'
L51
N 18 41 '06 "E
232.25'
L52
N14'15'43"14
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 26'30 "E
75.58'
L57
N50'02'47 "E
112.28'
L58
NO3 4727 "W
127.40'
L 59
N13
259.12'
L60
N332O'35 "W
82.77'
L61
N37 5532 "W
115.13'
L62
N3755'32 "W
731.80'
L63
N83'08'53 "W
109.13'
L64
N7532'12 "W
145.73'
L65
N50'42'44 "W
65.49'
L66
N7326'32 "E
68.82'
L67
S85 51'56 "E
747.61'
L68
S6,9295,3 "E
124.97'
L 69
S89 59'03 "E
142.38'
L 70
N0826'28 "W
79.99'
71
N31 46'44 "W
176.60'
72
r
N31 '4644 "W
128.73'
73
N26 27'05 "E
200.99'
L 74
N62
230.81 '
L75
NO331'29 "W
751.47'
L76
N43 *14'11 "E
91.56'
L77
NO3 38'45 "E
88.68'
L 78
N33'03'31 "E
28.52'
L 79
S57 *4559 "E
24.60'
L80
515 52'06 "E
110. 71 '
L81
S5839'12 "E
193.36'
L82
2
N75'49'18 "E
138.03'
L83
N60'2431 E
242.41'
L84
N82'4322E
1 30.97'
LAKE LOT -LINE TABLE
LINE
BEARING
LENGTH
L85
N824322 "E
37.79'
L86
S0635'00 "E
64.79'
L87
S2723'40 "W
321.22'
L88
S23'00'43 "E
142.26'
L89
56244'71 "E
29.29'
L90
S62 *44'71 "E
152.25'
L 9 7
S89 36 22 "E
229.37'
L92
S6836'06 "E
78.37'
L93
558'11'09 "W
70.44'
L94
S72 55'50 "W
108.64'
L95
S4925'7 7"W
56.71 '
L96
S1 7 °4223 "W
142.14'
L97
S7 7'4223 "W
97.82'
L98
523'03'36 "E
196.29'
L99
S23`0336 "E
17.76'
L 100
S3537'30 "E
58.55'
L701
S39'20'52 "E
60.44'
L 102
S44 °06'55 "E
48.60'
L 7 03
N77 '1759 "W
48.80'
L 104 T
N54 3256 "W
49.07'
L 105
569 2330 "W
41. 78'
L 106
S03 57'52 "E
144.43'
L 107
S16 22'40 "W
29.48'
L 108
S76 22'40 "W
29.48'
L 109
S23 58'32 "E
202.25'
L110
SOB '31 '21 "W
177.00'
L117
S75'0322 "W
107.46'
L 112
S42 22'40 "E
62.37'
L 713
S434839 "W
66.93'
L 114
S7 7'11'30"E
55.90'
L 175
SO7 5237 "E
107.34'
L116
S19 56'48 "W
79.96'
L717
N79'44'08 "E
64.90'
L 118
N40'01 '59 "E
57.03'
L 719
N39 21 25 "E
88. 10'
L 120
N23 07'04 "E
92.17'
L 121
N564629 "E
222.21'
L 122
N75'16'09'E
185.16'
L123
N04'06'74'E
714.26'
L 124
N 10'33'09 "E
59.09'
L 125
523'06'07 "E
58.78'
L 126
S09'78'47 "E
92. 18'
L 727
S00 2952 "W
17.48'
L 128
S00'2952 "W
84.49'
L 129
533'05'10 "E
86.97'
L 730
S89'09'37 "E
77.08'
L731
N7322'20 "E
120.65'
L 132
N5555'56 "E
75.68'
L 133
N39"5651 "E
37.98'
L 134
N69'42'52 "E
56.90'
L155
576'0433 "W
60.02'
L 136
S4237'03 "W
139.32'
L 137
566 59'06 "W
93.92'
L738
S72'08'35 "W
100.24'
L 139
S62 5237 "W
88.51'
L740
S50'39'16 "W
99.25'
L147
S28'43'00 "E
176.66'
L142
S564953 "W
32.44'
L 7 43
N39 28'54 "W
124.54'
L 144
N73'73'15 "W
72.64'
L 145
531 4528 "W
59.37'
L 146
S14'3822 "W
719.76'
L 147
504'1225 "E
102.97'
L 148
532 2627 "E
51.68'
L149
588'43'05 "W
107.37'
L 150
SO 09'26 "E
87.75'
L 151
N50'58'56 "W
54.65'
L 152
N76 2654 "W
60.30'
L 153
503'1638 "E
154.53'
L 154
N50 00'35 "W
91.58'
L155
S23'00'39 "W
67.22'
L 156
S1844'20 "W
78.25'
L 157
S11 '14'35'E
33.63'
L 158
S50'15'35 "E
172.67'
L 159
S55 *16'05' E
68.36'
L160
N83'42'10 "W
73.87'
L 161
S822 1 '49 "W
173.10'
L 162
S30'38'58 "W
74.52'
L 163
S06 '58'20 "E
128.37'
L 164
S33'11 '57 "E
42.99'
L 165
S33'11 '57'E
126.34'
L166
S39 09'19 "W
67.14'
L167
S12 25'50'E
55.59'
L 168
S63'43'18 "E
45.28'
L 169
S72 22'12 "W
98.36'
EXISTING FERGUSON /BURLESON
15' PIPELINE ESMT. TABLE
LINE
BEARING
LENGTH
L203
554'50'47"E
111.91'
L204
S533724 "E
91.20'
L205
552 05'12'E
97.83'
L206
S49'48'42 "E
301.07'
L207
5553728"E
17.86'
L208
S55 3728 "E
72.39'
L209
55933'13 "E
12.78'
L210
N59 33'13 "W
21.92'
L211
N55 37 28 "W
62.29'
L212
N553728 "W
29.25'
L213
N49'48'42 "W
301.53'
L214
N52'05'12 "W
97.34'
L215
N533724 "W
90.84'
L216
N54 50'47 "W
102. 11'
DRAINAGE
ESMT. TABLE
LINE
BEARING
LENGTH
L 170
S44 24'38 "W
75.00'
L777
N45 3522 "W
47.60'
L 7 72
N75'07'55 "W
60.43'
L 7 73
N 13'0825 "E
63.00'
L174
S75'07'55 "E
60.33'
L 175
N52 35'02 "W
74.82'
L 176
N58'05'28 "E
85.51'
L177
S52 35'02 "E
74.82'
L 178
S31 '54'32 "E
17 8.30'
L 179
S58'05'28 "W
113.65'
L 180
N31 '54'32 "W
718.30'
L 187
S37 2758 "W
55.00'
L 182
N52 32'02 "W
51.68'
L 183
N37'2758 "E
55.00'
L 184
N5232'02 "W
43.07'
L260
N15 "11 '20 "E
65.23'
L261
554'27'53"E
52.29'
L262
S15'71 '20 "W
76.83'
L263
S15'71 '20 "W
97.90'
L264
S74'48'40 "E
65.00'
L265
N 15'11 '20 "E
52.87'
L266
N07 54'32 "W
70.31 '
L267
N82'05`28 "E
55.00'
L268
SO 5432 "E
79.51'
L269
N23'40 03 "E
75.03'
L270
S66 *1957 "E
68.00'
L271
52,34 0'03 " W
74.99'
L272
S25'03'51 "W
139.79'
L273
-64
712.17'
L274
N25'03'51 "E
144.58'
L275
S20 00'00 "W
55.02'
L276
S70'00'00'E
105.26'
L277
N20'00'00 "E
55.00'
L278
S13 51 '01 "E
61.68'
L280
N893332 "E
68.89'
L281
N13 51'0 1 "W
61.68'
L282
N89 5748 "E
31.32'
L283
SOO'02'12'E
60.00'
L284
589 57'48 "W
30.96'
L285
S89 30'28 "W
54.42'
L286
S8930'28 "W
54.31'
L28_9
545 35 22 "E
99.74'
EXISTING AQUILA SOUTHWEST
PIPELINE ESMT. TABLE
LINE
BEARING
LENGTH
L217
5253929"E
1356'
L218
S19'04'43 E
85.52'
L219
S09'OS'24'EE
47.75'
L220
S03'09'46 "W
334.23'
L221
S43`3325 "E
34.68'
L222
555'14'15 "E
70.55'
L223
S5137'03 "E
109.56'
L224
S50'07'20 "E
454.90'
L225
S58'09'0,3 "E
47.49'
L226
S67 50'40 "E
12.43'
L227
N6150'40 "W
7.48'
L228
N58'09'03 "W
44.42'
L229
N50'07'20 "W
453.19'
L230
N51 *,37'03"W
110.90'
L231
N55'1 ?'15 "W
68.43'
L232
N4333'25 "W
18.66'
L233
NO3'09'46 "E
324.5 1 '
EXISTING FE- R(:,USON /BURLESON
30' PIPELINE ESMT. TABLE
LINE
BEARING
LENGTH
L185
527`79 "E
119.07'
L 186
S02'08'33 "E
151.62'
L 787
S02 2552 "W
540.88'
L 188
S70 2329 "E
160.00'
L 189
S13 2527'E
85.12'
L 190
S32 54'48'E"
195.62'
L 191
S37'36'47'E
81.77'
L 192
S54 28'56 "W
43. 75'
L 193
N542856 E
12.63'
L 194
N37 36'47 "W
51.88'
L 195
N32 54'48 "W
202.00'
L 196
N 13 25 27 "W
91.07'
L197
N 10 2329 "W
17340'
L 198
N 10 2329 "W
1.87'
L 199
N07'07'00 "W
209. 18'
L200
NO2 2552'E
542.19'
L201
NO2'08'33 "W
145.47'
L202
N2105'19 "W
1 47.16'
LANDSCAPE /CONSERVATION
ESMT. TABLE
LINE
BEARING
LENGTH
L240
N81 '00'19'E
42.18'
L241
553'59'41'E
153.07'
L242
S31 29'41 "E
50.00'
L243
S0859'41 "E
153.07' i
L244
NO128'00 "E
38.93' (�
L245
581 '00'19 "W
153.07'
L246
N5359'41 "W
153.07'
L247
N37 29'41 "W
50.00'
L248
N08 59'40 "W
153.07'
L249
N36'00'l9E
112.34'
1 CURVE TABLEO
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 NUNBER
LAYOUT TAB
DRAWING NUMBER
Layoutl .dwg
Sheet- 2- Final_Plat
Phase -1 _FP.dwg
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XREF DRAWING NUMBER
LAYOUT TAB
DRAWING NUMBER
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VOL. 4247, PG. 51
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DRAWING NUMBER
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(UI\1PLATTFD)
(RURAL- VACANT)
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95 s
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...-
.� ,
<� \ MESA VERDE .DRIVE �' N86'1 7'27"E
FUTURE PHASE SO ° 35'25 "W MESA VERDE DRIVE FUTURE PHA�k ` \\ C =67.34'
.
( R.Q.w.) 2a3o � - —
• 1 0 .. 00.00 89'19'OS'`E \ �. \ L= 67.34'
S88 24 35 E c 6G (Qo� R.O.W. � r - - -- _ _ _ -
- - - -- -- _- — . �2` S88 °24 35 E 37.x L= 2Q218' C6 \\ _ - - - _ - , „E
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rn SHEETS
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1 /2" IRON ROD FOUND
(unless otherwise specified)
IRON PIPE FOUND U
1 /2" IRON ROD SET 0
BEWLEY TRUST
CALLED 76.252 Ac.
VOL. 2259, PG. 19
( U 1\1 P LAI TT r D)
(R U RA L- VA CA NT)
/r A rl
P. B.
F -11L rl r � 1.1 t'I'.IE.F' N_89° 04'25 "E 390.39' F t ° l - -- - - -- - - — - - -- --
13.2 8
L 0 - ` = 7 ,1;
----� �—�— — _ `— -- •._ _ - _
_ .. _ -
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Z ' !
FINAL PLAT
OF
INDIAN LAKES 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
i
,
XREF DRAWING NUMBER
LAYOUT TAB
DRAWING NUMBER
�r
I
- - -- - - -- - - -- - - --
- - -- - - -- - - -- - - -- - - -- - - -- - - -- - -
-- - - -- - - I I
/ fl
Id5dY1 : L ` 1 _J
X
- E 7,
iv 58 2 8 u.
1
ARAPAHO RIDGE DRIVE
1718,)'
/
-- - - -- ---- -- --
- --- - -- ---- - - -- -
( - - -- --
SCALE t " = 60'
01 I
LLJ C
0
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4 9' Wide
. I \ • �1'
P,y
WILLIAM W. SMITH, e't ux
("AL I_r D 468.43 Ac.
I
V OL. 2533 PG, 315
( U1\1P1 ' TTE D CN \
(R U RA Lti VA CA NT)
)
J L / mi
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v, [ -3-31 � \ I \
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\ \ o'
SMILING MALLARD DEVEL LTD. \ \ ►`�
I� L , J I I A v y � \ \ REMAINDER OF 1 037.24 AC. TRACT
(3) z 3: I I \ \\ \ - -- ,\ VOL. 4247, PG. 51 \ \
( UNPLA TTr D)
- ) a o
< VA CA I a a \ \ �`. �= \ (RURAL�NT \
\ I �•
co
I ''I I O
< = f ► SMILING MALLARD DEVELOPMEN - T, LTD. \ \ �: \ ' rn
w - - 4--
�L ' ' ~ I REMAINDER OF 1037.24 AC. TRACT \ \\ � N e \ � , !� � � � tam
_ 5I LEI "1 \ 6 r " 1 O S VOL, 4247, PG. 5
=' _ (uN \ ` �., - �OT 18 \ I, o rn ',
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NO 1
35'25" \\ ��---T�' �_,_ \ Front 13 etbock Li Front e
-- - --
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95 s
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FUTURE PHASE SO ° 35'25 "W MESA VERDE DRIVE FUTURE PHA�k ` \\ C =67.34'
.
( R.Q.w.) 2a3o � - —
• 1 0 .. 00.00 89'19'OS'`E \ �. \ L= 67.34'
S88 24 35 E c 6G (Qo� R.O.W. � r - - -- _ _ _ -
- - - -- -- _- — . �2` S88 °24 35 E 37.x L= 2Q218' C6 \\ _ - - - _ - , „E
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95.50
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SMILING MALLARD DEVELOPMENT, LTD. \ \ \ O• � 61 rn � co c� t : c
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REMAINDER Or 1037.24 AC. TRACT \ \ \ �°` `�- N < �O \� �� <�
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VOL. 4 24 7 , >✓G. 1 \ \ ��° \„ ,�= \ \ \ BLOCK 4
° k I (UNPLA -ITED) \ \ cS} -\.'o �o' y � � Stu, ;\ \ ° \ <Il..
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\ Q_ I z
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rn SHEETS
z
LLI
1 /2" IRON ROD FOUND
(unless otherwise specified)
IRON PIPE FOUND U
1 /2" IRON ROD SET 0
BEWLEY TRUST
CALLED 76.252 Ac.
VOL. 2259, PG. 19
( U 1\1 P LAI TT r D)
(R U RA L- VA CA NT)
/r A rl
P. B.
F -11L rl r � 1.1 t'I'.IE.F' N_89° 04'25 "E 390.39' F t ° l - -- - - -- - - — - - -- --
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----� �—�— — _ `— -- •._ _ - _
_ .. _ -
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NG 1 - - - - _ 78
Z ' !
FINAL PLAT
OF
INDIAN LAKES 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 Are Troct
XREF DRAWING NUMBER
LAYOUT TAB
DRAWING NUMBER
Layout t .dwg
Sheet- 3_Final_Plat
Phase -1 _FP.dwg
0
0
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S1/JJLII\K] J \MALL RD DEVELOPIVIEi`1T, L_FD
RENIA11 \1DER OF 1037.24 AC. - T'R'ACT
VOL, 14247, PG. 51
( UNPLA - rrr D)
(RURAL — VACA NT)
\ LOT 21 1 0
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a. / t`J M!N FF A C . �,• FF . n 00 � 2�
= 0 26 v / �0 g PHASE ONE
SHEET 4 \�'
SHEET4 I !. �� 2 1 �P J' I I I / ■■w■ ■■iI MATCHLINE Imp a 89 ���� QP QG`� 401.03 ACRE TRACT
m MATCHLINE _
SHEET 5
SHEET 5 o I ' ! ! w ! -�; `� o ` � � � �. J. M. BARRERA SURVEY, A -69
I LOT 4 �o ! a� ti L91 BRAZOS COUNTY, TEXAS
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26.22' I M /N. FF. 26 .
i S89 °33'32 "W 920.35' _ _ _i 2 0
- -- -- - -- 174.35' �I
1 171.50 191.50 191.50' ' 191.50' I I �t I
1 10 L67
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SCALE: 1 =100 NOVEMBER 7, 2002
SHEET 4 OF 7
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29th STREET
BRYAN, TEXAS 77802
(979) 846 -4384
PREPARED BY:
KUNG ENGINEERING do SURVEYING
4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846- 621
LAND DEVELOPMENT PROJECT NAME
Thousand Oaks 1397 Acre Tract
XREF DRAWING NUMBER
LAYOUT TAB
DRAWING NUMBER
Layoutl.dw9
Shoot-4—Final—Plat
Phase- 1_FP.dwq
C\4
-_j -i
SO4'05'06"W 48'21 "E
w 0 77 6 14
C=1,36.45'
L= 136.58' - 1
L
L28'
--1 216
S89'30'28"W -2
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - -
- 98-5.97'
0
- ' - - - - - - - - - - - - - -
C� I - -- - - - - - - - - - - - - - - - - - - - - - - - - - - L A
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sum m-aa MATCHILINE mm mm I =
13/-O 2
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L=309.45'
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N09*24'1 4"W
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LAYOUT TAB
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6 - 3 3
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0o
VOL. 4247, PG. 51
OFFICIAL RECORDS OF
i T3
BRAZOS COUNTY, TEXAS
<C
C
CORNEA
�
XREF DRAWING NUMBER 7
LAYOUT TAB
35 -3-
6 - 3 3
Layoutl.dwg
I Sheet-6—Final—Plat
I Phase—I—FP.dwg
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FINAL PLAT
OF
INDIAN LAKES SUBDIVISION
PHASE ONE
401.03 ACRE TRACT
J. M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
SCALE: 1 " =100' NOVEMBER 7, 2002
SHEET 6 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.979/846-62112
LAND DEVELOPMENT PROJECT NAME
Thousand Oaks 1397 Acra Tract
XREF DRAWING NUMBER 7
LAYOUT TAB
T— DRAWING NUMBER
Layoutl.dwg
I Sheet-6—Final—Plat
I Phase—I—FP.dwg
1 1 X
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301
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SCALE I 100' (UNPLATTED)
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OF
INDIAN LAKES SUBDIVISION
PHASE ONE
401.03 ACRE T RACT
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
+101 TEXAS AV. + P.O. BOX 4234 + BRYANJEXAS + PH.979/846-6212 I
LAND DEVELOPMENT PROJECT NAME
Thousand Oaks 1397 Acre Tract
XREF DRAWING NUMBER L AYOUT TAB DRAWING NUMBER
Loyoutl.dwg Sheat-7-Final -Plat Phase-1_FP.dwg
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