HomeMy WebLinkAboutIndian Lakes PhXIV Blk25 Lts1-5\ \
Lot 13
v \ \ V///
co
Block 22 \ \ \
Indian Lakes Subdivision, Phase X1 \ \ \
/ Vol. 9251, Pg. 214 \ \
Lot 14 \.
. P;50V
�o e1k1a.30°2 "I'll
/
9'o
20P.U.E.
& H.O.A.C.A.
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BRG.
CHORD DIST.
C1
59'21'52"
310.84'
322.06'
177.17'
S 61'10'54" E
307.85'
C2
80'55'09"
21.39'
30.21'
18.24'
'S 50'24'16" E
27.76'
C3
23'28'02"
265.00'
108.54'
55.04'
S 1'47'19" W
107.78'
C4
12'20'45"
335.00'
72.18'
36.23'
N 3'46'19" W
72.05'
C5
80'51'21"
21.51'
30.36'
18.33'
N 30'28'59" E
27.90'
C6
18'13'30"
335.00'
106.56'
53.73'
N 80'01'25" E
106.11'
\ Lot 1 ,
\ \ \ I I I Lot 2
L/NE TABLE
LINE
BEARING
DISTANCE
L1
S 9'56'42" E
100.58'
L2
N 9'56'42" W
100.52'
f /
Lot 5
Lot 6
\ / / Scale: 1 = 60
\ Lot 4 \ \ -.. .�
f' Lot 7
Lot 3 JI /
\ \ \ Block 24 Phase Al
\ ubdivision,164
I
\ \ \ I I Indian
Lakes s 1 p785, Pg'
P.O.B.
Lots 1-3 \ \ I I
\
, 50' B.S.L.
_�6' P.U.E.
46
Lot 8
ff
plu
1 5
And, R64)
.�•sazlW. BRAZOS2.23 � • � I Filed ► ar Record i n : \ \
J�' �'� 16 P �'
10 .54 i �� . � ' � . � ' � i On JlJt1 04r2011 at 1131:45F' \
\ \
_L
h 1`1ae5
P.O.B. 03 69�
Lots 4-5� R, . p PE �j I E10cufflent Number, A1157919
-
_ Amount a 3.fi i
\ % N 89'08'10 " E - 211.74 _ 1 W
_ - c6 � 4V 1 1 I >t Receipt Number - 47-303?,
\ / / \ \ \ � C 144'35' °
Lot 1 % . / - 29.30 - - 182.44' - - - - - I `r a° •ham' I I P � r
- O' ^� I� Kala Brummer '
1.226 Ac. / 7`' _._� r_._._._.-.-._._.- do \ 70 lz o I Lot 5 I h
/ / \ 16' P• E. I I ' .1 I �' 1,0 1.342 Ac. ? I ,# . ,
. U. tis o I� STATE ()F TEXAS �'71JhiT C /
A s o � �
Smiling Mallard Development, Ltd.
Remainder of 360.00 Acre Tract One
Vol. 4247, Pg. 51
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I, Paul Clarke, Manager Smiling Mallard Management, LLC, the general
partner of Smiling Mallard Development, LTD., owner and developer of the land
shown on this plat, and designated herein as INDIAN LAKES SUBDIVISION,
PHASE XIV, of Brazos County, Texas, and whose name is subscribed hereto,
hereby dedicate to the use of the public forever, all streets, alleys, parks,
greenways, infrastructure, easements, and public places thereon shown for the
purpose and consideration therein expressed. All such dedications shall be in
fee simple unless expressly provided otherwise.
Smiling Mallard eve opment, LTD.
By: Smiling McRiard Development 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 C L A R V E , known to me to be the person whose
name is subscribed to the foregoing instrument, and acknowledged to me
that he executed the same for the purpose and consideration therein stated.
Given under my hand and seal on this j2111day of MAY
20 /3 .
Notary Public, Brazos County, Texas
i • Ca �NNE1110"
08107/2016
ar
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
I, Karen McQueen, County Clerk, in and for said County, do hereby certify
that this plat together wi h its certificates of a�thentication was filed for
record in my office the day of � U.h1Z C 20, in the
Official Records of Brazos County, Texas in Volume I IS Page
Witness my hand arLd official Seal, at my office in Bryan, Texas.
1"�IVA FA F,
BrazosJ+
1.110 Aa = I I I I _ _ - -T
u.i � I
IZ ( ° v I I I Karen i`13_I�+Jeenr Brazos Cauntq Clerk
m t o BRAZOS COUNTY
4- -& , ! I
ok I I
I- 10' P.U.E. - - - ' --
N 8626'49" W - 130.4,.3' S 89'08'10" W - 2114.45'
t
I
CERTIFICATE OF CITY ENGINEER
1, mL4my 171 Eva , City Engineer of the
City of College Station, Texas, hereby certify that this Subdivision Plat
conforms to the requirements of the Subdivision Regulations of the City of
College Station.
y Engineer I
City of College Station 7J�,
CERTIFICATE OAF/ PLANNINGt�D ZONING COMMISSION
I, W � h Chairman of the Planning and
Zoning Commission of the Cifti-of Citi-ofCollege Station, hereby ce iffy that the
�
at��Ss ��II� plat was duly approved by the Commission on the VA day of
/002
1
A CERTIFICATE OF APPROVAL
This subdivision plat was duly approved by the Commissioners QpuLt of
Brazos County, Texas, as the Fina Plat of such subdivision on the day
of 20� /� /•
Signed this the _ f ►" 1 t/t 20J -3.
Co y Judge
Brazos County, Texas
CERTIFICATE OF SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in
the State of Texas, hereby certify that this plat is true and correct and was
prepared from an actual survey of the property roperty markers
and monumen ere placed under my superv' ' ono oe
• �P ° G\STE
lie I 3 �•'P`o 9Fo' °oma
Kevin R. McClure, R.P.L.S. No. 565 ..........°m«°°°°
t
T. ............°..I...
\\ '6,•q, 5650 _tiV/
v °- I
io I I 10' P.U.E.
l_L
_- _--.....I �.------"-- 213.50
S 85'30'06" W - 427.01 '
Smiling Mallard Development, Ltd.
Remainder of 1037.24 Acre Troot Two
Vol. 4247, Pg. 51
B1 vra
�a 9 -,3
OFA. 1.1Z;:�;;� ,
FIELD NOTES
LOTS 1-3, BLOCK 25
Being all that certain 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
(O.R.B.C.), and being more particularly described as follows:
BEGINNING: at a found 1/2 -inch iron rod marking the east corner of Lot 14, Block 22
INDIAN LAKES SUBDIVISION, PHASE XI as recorded in Volume 9251, Page 214 (O.R.B.C.),
the south corner of Anasazi Bluff Drive (based on a 70' width as dedicated on said
PHASE XI plat) and being the most westerly corner of INDIAN LAKES SUBDIVISION, PHASE
XIII as recorded in Volume 10785, Page 164 (O.R.B.C.);
THENCE: along the south line of said Anasazi Bluff Drive, said line being common with
the south line of said INDIAN LAKES SUBDIVISION, PHASE XIII for the following two (2)
calls:
1) 322.06 feet in a counter -clockwise direction along the arc of a curve having a
central angle of 59' 21' 52", a radius of 310.84 feet, a tangent of 177.17 feet and
a long chord bearing S 61' 10' 54" E at a distance of 307.85 feet to a found
3/4 -inch iron pipe for the Point of Tangency and
2) N 89' 08' 10" E for a distance of 211.74 feet to a found 3/4 -inch iron pipe for
the Point of Curvature of a curve to the right;
THENCE: leaving the south line of said Anasazi Bluff Drive, 30.21 feet along the arc of
said curve having a central angle of 80' 55' 09", a radius of 21.39 feet, a tangent of
18.24 feet and a long chord bearing S 50' 24' 16" E at a distance of 27.76 feet to a
3/4 -inch iron pipe set for the Point of Tangency;
THENCE: S 09' 56' 42" E for a distance of 100.58 feet to a 3/4 -inch iron pipe set for
the Point of Curvature of a curve to the right;
THENCE: 108.54 feet along the arc of said curve having a central angle of 23' 28' 02",
a radius of 265.00 feet, a tangent of 55.04 feet and a long chord bearing S 01' 47'
19" W at a distance of 107.78 feet to a 1/2 -inch iron rod set for corner;
THENCE: S 89' 08' 10" W for a distance of 214.45 feet to a 1/2 -inch iron rod set for
corner;
THENCE: N 86' 26' 49" W for a distance of 130.43 feet to a 1/2 -inch iron rod set for
corner;
THENCE: N 72' 22' 20" W for a distance of 146.85 feet to a 1/2 -inch iron rod set for
corner;
THENCE: N 55' 21' 10" W for a distance of 167.69 feet to a 1/2 -inch iron rod set for
corner;
THENCE: N 38' 44' 42" W for a distance of 137.76 feet to a 1/2 -inch iron rod set for
corner in the southeast line of said Lot 14, Block 22;
THENCE: N 58' 30' 02" E along the beforesaid southeast line of Lot 14 for a distance of
225.06 feet to the POINT OF BEGINNING and containing 3.482 acres of land, more or
less.
Vicinity Mop
GENERAL NOTES:
1. The record bearings and actual measured distances to the found 1/2" iron rods along the
adjoining phases of Indian Lakes Subdivision were used as the basis of the bearing system shown
on this final plat.
2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map
Number 48041C0350E, Map Revised May 16, 2012, this property is not located in a Special Flood
Hazard Area.
3. Except as shown the front, side, and rear setbacks are established by the covenants, conditions,
and restrictions of the subdivision and are equal to or in excess of the minimum County and City
requirements for single family rural lots.
4. All Common Areas and Conservation Buffers are owned and maintained by the Homeowners'
Association. See the covenants, conditions, and restrictions for additional information.
5. Unless otherwise indicated, all distances shown along curves are arc distances.
6. 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.
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 facility disposal areas shall not encroach the 100 foot or the 150 foot
sanitary zone of a private or public well, respectively.
7. Wellborn Special Utility District will provide water service for the subdivision.
8. There is a minimum 50' wide Drainage Buffer (25' on each side of the centerline of all drainage
ways). See the covenants, conditions, and restrictions for additional information.
9. 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 is referenced in the covenants,
conditions, and restrictions of the subdivision.
10. A street connection along the south side of Anasazi Bluff Drive will be provided in a future phase.
The street connection will be provided in a manner consistent with the city of College Station's
Subdivision Regulations with respect to block length requirements.
11. All proposed structures must be no more than 500 feet from a fire hydrant based on the lay of
hose along the street.
12. Unless otherwise indicated 1/2" Iron Rods are set at all corners.
O - 1/2" Iron Rod Found
O - 3/4" Iron Pipe Set
O - 3/4" Iron Pipe Found
O - PK Nail Control Monuments set in q- of asphalt pavement for reference.
13. Abbreviation:
B.S.L. - Building Setback Line
H.O.A.C.A. - Homeowners Association Common Area
H.O.A.E. - Homeowners Association Easement
P.U.E. - Public Utility Easement
Pr.D.E. - Private Drainage Easement
FIELD NOTES
LOTS 4-5, BLOCK 25
Being all that certain 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
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 (O.R.B.C.), and being more
particularly described as follows:
COMENCING: at a found 1/2 -inch iron rod marking the east corner of Lot 14, Block
22 INDIAN LAKES SUBDIVISION, PHASE XI as recorded in Volume 9251, Page 214
(O.R.B.C.), the south corner of Anasazi Bluff Drive (based on a 70' width as dedicated
on said PHASE XI plat) and being the most westerly corner of INDIAN LAKES
SUBDIVISION, PHASE XIII as recorded in Volume 10785, Page 164 (O.R.B.C.);
THENCE: along the south line of said Anasazi Bluff Drive, said line being common with
the south line of said INDIAN LAKES SUBDIVISION, PHASE XIII for the following three (3)
calls:
1) 322.06 feet in a counter -clockwise direction along the arc of a curve having a
central angle of 59' 21' 52", a radius of 310.84 feet, a tangent of 177.17 feet
and a long chord bearing S 61' 10' 54" E at a distance of 307.85 feet to a
found 3/4 -inch iron pipe for the Point of Tangency,
2) N 89' 08' 10" E for a distance of 211.74 feet to a found 3/4 -inch iron pipe
for the Point of Curvature of a curve to the left and
3) 106.56 feet along the arc of said curve having a central angle of 18' 13' 30", a
radius of 335.00 feet, a tangent of 53.73 feet and a long chord bearing N 80'
01' 25" E at a distance of 106.11 feet to a found 3/4 -inch iron pipe for the
POINT OF BEGINNING;
THENCE: N 70' 54' 40" E continuing along the south line of said Anasazi Bluff Drive
for a distance of 422.23 feet to a found 3/4 -inch iron pipe marking a Point of
Curvature;
THENCE: S 06' 35' 39" E leaving the south line of said Anasazi Bluff Drive for a
distance of 301.53 feet to a 1/2 -inch iron rod set for corner;
THENCE: S 85' 30' 06" W for a distance of 427.01 feet to a 1/2 -inch iron rod set
for corner;
THENCE: 72.18 feet in a counter -clockwise direction along the arc of a curve having
a central angle of 12' 20' 45", a radius of 335.00 feet, a tangent of 36.23 feet and
a long chord bearing N 03' 46' 19" W at a distance of 72.05 feet to a 3/4 -inch
iron pipe set for the Point of Tongency;
THENCE: N 09' 56' 42" W for a distance of 100.52 feet to a 3/4 -inch iron pipe set
for the Point of Curvature of a curve to the right;
THENCE: 30.36 feet along the arc of said curve having a central angle of 80' 51'
21", a radius of 21.51 feet, a tangent of 18.33 feet and a long chord bearing N 30'
28' 59" E at a distance of 27.90 feet to the POINT OF BEGINNING and containing
2.407 acres of land, more or less.
FINAL 'PLA T
INDIAN LAKES
SUBDIVISION PHASE XIV
LOTS I -J. BLOCK 25 3.482 ACRES
LOTS 4-51 BLOCK 25 2.407 ACRES
J.M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
JANUARY, 2013
SCALE.• I" = 60'
Smiling Mallard Development, Ltd. McClure & Browne Engineering/Surveying, Inc.
3608 East 29th Street 1008 Woodcreek Dr., Suite 103
Bryan, Texas 77802 College Station, Texas 778410=- (979) 846-4384 (979) 693-3838
10620034-fp.dwg
5o ;�' -- ._
I
I
- °z.�.c� o
_ .. _ .. _ . - i�os
o I I
i . Y Oi- DRHZ0,J
1M NI I T hereh� certify that this instrument was
e _
..
_ .. _
.. o
`�
-0 f` i led an the data= and t i me sfsatered hereon b� me
I -
o"'
Lot 4
d idas ++ l:a. rQ� rdpd in the vx1, me and rage
I a3 he Off i3_ictlublic re3_ards
/ry
(
I
1 I cn
I I
1.065 Ac.
af�n
I
I a- BRAZOS COUNTY \ \ � ' ' � Lot 9
ryh'/
I ..
I c'
om
I
N I as stamped hereon hg me.
Lot 2
1!0
o)
k dun 0,1 0
II
1.147 Ac.
10
U;
NJ U.
oo .
o
w
f
I
1.110 Aa = I I I I _ _ - -T
u.i � I
IZ ( ° v I I I Karen i`13_I�+Jeenr Brazos Cauntq Clerk
m t o BRAZOS COUNTY
4- -& , ! I
ok I I
I- 10' P.U.E. - - - ' --
N 8626'49" W - 130.4,.3' S 89'08'10" W - 2114.45'
t
I
CERTIFICATE OF CITY ENGINEER
1, mL4my 171 Eva , City Engineer of the
City of College Station, Texas, hereby certify that this Subdivision Plat
conforms to the requirements of the Subdivision Regulations of the City of
College Station.
y Engineer I
City of College Station 7J�,
CERTIFICATE OAF/ PLANNINGt�D ZONING COMMISSION
I, W � h Chairman of the Planning and
Zoning Commission of the Cifti-of Citi-ofCollege Station, hereby ce iffy that the
�
at��Ss ��II� plat was duly approved by the Commission on the VA day of
/002
1
A CERTIFICATE OF APPROVAL
This subdivision plat was duly approved by the Commissioners QpuLt of
Brazos County, Texas, as the Fina Plat of such subdivision on the day
of 20� /� /•
Signed this the _ f ►" 1 t/t 20J -3.
Co y Judge
Brazos County, Texas
CERTIFICATE OF SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in
the State of Texas, hereby certify that this plat is true and correct and was
prepared from an actual survey of the property roperty markers
and monumen ere placed under my superv' ' ono oe
• �P ° G\STE
lie I 3 �•'P`o 9Fo' °oma
Kevin R. McClure, R.P.L.S. No. 565 ..........°m«°°°°
t
T. ............°..I...
\\ '6,•q, 5650 _tiV/
v °- I
io I I 10' P.U.E.
l_L
_- _--.....I �.------"-- 213.50
S 85'30'06" W - 427.01 '
Smiling Mallard Development, Ltd.
Remainder of 1037.24 Acre Troot Two
Vol. 4247, Pg. 51
B1 vra
�a 9 -,3
OFA. 1.1Z;:�;;� ,
FIELD NOTES
LOTS 1-3, BLOCK 25
Being all that certain 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
(O.R.B.C.), and being more particularly described as follows:
BEGINNING: at a found 1/2 -inch iron rod marking the east corner of Lot 14, Block 22
INDIAN LAKES SUBDIVISION, PHASE XI as recorded in Volume 9251, Page 214 (O.R.B.C.),
the south corner of Anasazi Bluff Drive (based on a 70' width as dedicated on said
PHASE XI plat) and being the most westerly corner of INDIAN LAKES SUBDIVISION, PHASE
XIII as recorded in Volume 10785, Page 164 (O.R.B.C.);
THENCE: along the south line of said Anasazi Bluff Drive, said line being common with
the south line of said INDIAN LAKES SUBDIVISION, PHASE XIII for the following two (2)
calls:
1) 322.06 feet in a counter -clockwise direction along the arc of a curve having a
central angle of 59' 21' 52", a radius of 310.84 feet, a tangent of 177.17 feet and
a long chord bearing S 61' 10' 54" E at a distance of 307.85 feet to a found
3/4 -inch iron pipe for the Point of Tangency and
2) N 89' 08' 10" E for a distance of 211.74 feet to a found 3/4 -inch iron pipe for
the Point of Curvature of a curve to the right;
THENCE: leaving the south line of said Anasazi Bluff Drive, 30.21 feet along the arc of
said curve having a central angle of 80' 55' 09", a radius of 21.39 feet, a tangent of
18.24 feet and a long chord bearing S 50' 24' 16" E at a distance of 27.76 feet to a
3/4 -inch iron pipe set for the Point of Tangency;
THENCE: S 09' 56' 42" E for a distance of 100.58 feet to a 3/4 -inch iron pipe set for
the Point of Curvature of a curve to the right;
THENCE: 108.54 feet along the arc of said curve having a central angle of 23' 28' 02",
a radius of 265.00 feet, a tangent of 55.04 feet and a long chord bearing S 01' 47'
19" W at a distance of 107.78 feet to a 1/2 -inch iron rod set for corner;
THENCE: S 89' 08' 10" W for a distance of 214.45 feet to a 1/2 -inch iron rod set for
corner;
THENCE: N 86' 26' 49" W for a distance of 130.43 feet to a 1/2 -inch iron rod set for
corner;
THENCE: N 72' 22' 20" W for a distance of 146.85 feet to a 1/2 -inch iron rod set for
corner;
THENCE: N 55' 21' 10" W for a distance of 167.69 feet to a 1/2 -inch iron rod set for
corner;
THENCE: N 38' 44' 42" W for a distance of 137.76 feet to a 1/2 -inch iron rod set for
corner in the southeast line of said Lot 14, Block 22;
THENCE: N 58' 30' 02" E along the beforesaid southeast line of Lot 14 for a distance of
225.06 feet to the POINT OF BEGINNING and containing 3.482 acres of land, more or
less.
Vicinity Mop
GENERAL NOTES:
1. The record bearings and actual measured distances to the found 1/2" iron rods along the
adjoining phases of Indian Lakes Subdivision were used as the basis of the bearing system shown
on this final plat.
2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map
Number 48041C0350E, Map Revised May 16, 2012, this property is not located in a Special Flood
Hazard Area.
3. Except as shown the front, side, and rear setbacks are established by the covenants, conditions,
and restrictions of the subdivision and are equal to or in excess of the minimum County and City
requirements for single family rural lots.
4. All Common Areas and Conservation Buffers are owned and maintained by the Homeowners'
Association. See the covenants, conditions, and restrictions for additional information.
5. Unless otherwise indicated, all distances shown along curves are arc distances.
6. 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.
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 facility disposal areas shall not encroach the 100 foot or the 150 foot
sanitary zone of a private or public well, respectively.
7. Wellborn Special Utility District will provide water service for the subdivision.
8. There is a minimum 50' wide Drainage Buffer (25' on each side of the centerline of all drainage
ways). See the covenants, conditions, and restrictions for additional information.
9. 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 is referenced in the covenants,
conditions, and restrictions of the subdivision.
10. A street connection along the south side of Anasazi Bluff Drive will be provided in a future phase.
The street connection will be provided in a manner consistent with the city of College Station's
Subdivision Regulations with respect to block length requirements.
11. All proposed structures must be no more than 500 feet from a fire hydrant based on the lay of
hose along the street.
12. Unless otherwise indicated 1/2" Iron Rods are set at all corners.
O - 1/2" Iron Rod Found
O - 3/4" Iron Pipe Set
O - 3/4" Iron Pipe Found
O - PK Nail Control Monuments set in q- of asphalt pavement for reference.
13. Abbreviation:
B.S.L. - Building Setback Line
H.O.A.C.A. - Homeowners Association Common Area
H.O.A.E. - Homeowners Association Easement
P.U.E. - Public Utility Easement
Pr.D.E. - Private Drainage Easement
FIELD NOTES
LOTS 4-5, BLOCK 25
Being all that certain 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
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 (O.R.B.C.), and being more
particularly described as follows:
COMENCING: at a found 1/2 -inch iron rod marking the east corner of Lot 14, Block
22 INDIAN LAKES SUBDIVISION, PHASE XI as recorded in Volume 9251, Page 214
(O.R.B.C.), the south corner of Anasazi Bluff Drive (based on a 70' width as dedicated
on said PHASE XI plat) and being the most westerly corner of INDIAN LAKES
SUBDIVISION, PHASE XIII as recorded in Volume 10785, Page 164 (O.R.B.C.);
THENCE: along the south line of said Anasazi Bluff Drive, said line being common with
the south line of said INDIAN LAKES SUBDIVISION, PHASE XIII for the following three (3)
calls:
1) 322.06 feet in a counter -clockwise direction along the arc of a curve having a
central angle of 59' 21' 52", a radius of 310.84 feet, a tangent of 177.17 feet
and a long chord bearing S 61' 10' 54" E at a distance of 307.85 feet to a
found 3/4 -inch iron pipe for the Point of Tangency,
2) N 89' 08' 10" E for a distance of 211.74 feet to a found 3/4 -inch iron pipe
for the Point of Curvature of a curve to the left and
3) 106.56 feet along the arc of said curve having a central angle of 18' 13' 30", a
radius of 335.00 feet, a tangent of 53.73 feet and a long chord bearing N 80'
01' 25" E at a distance of 106.11 feet to a found 3/4 -inch iron pipe for the
POINT OF BEGINNING;
THENCE: N 70' 54' 40" E continuing along the south line of said Anasazi Bluff Drive
for a distance of 422.23 feet to a found 3/4 -inch iron pipe marking a Point of
Curvature;
THENCE: S 06' 35' 39" E leaving the south line of said Anasazi Bluff Drive for a
distance of 301.53 feet to a 1/2 -inch iron rod set for corner;
THENCE: S 85' 30' 06" W for a distance of 427.01 feet to a 1/2 -inch iron rod set
for corner;
THENCE: 72.18 feet in a counter -clockwise direction along the arc of a curve having
a central angle of 12' 20' 45", a radius of 335.00 feet, a tangent of 36.23 feet and
a long chord bearing N 03' 46' 19" W at a distance of 72.05 feet to a 3/4 -inch
iron pipe set for the Point of Tongency;
THENCE: N 09' 56' 42" W for a distance of 100.52 feet to a 3/4 -inch iron pipe set
for the Point of Curvature of a curve to the right;
THENCE: 30.36 feet along the arc of said curve having a central angle of 80' 51'
21", a radius of 21.51 feet, a tangent of 18.33 feet and a long chord bearing N 30'
28' 59" E at a distance of 27.90 feet to the POINT OF BEGINNING and containing
2.407 acres of land, more or less.
FINAL 'PLA T
INDIAN LAKES
SUBDIVISION PHASE XIV
LOTS I -J. BLOCK 25 3.482 ACRES
LOTS 4-51 BLOCK 25 2.407 ACRES
J.M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
JANUARY, 2013
SCALE.• I" = 60'
Smiling Mallard Development, Ltd. McClure & Browne Engineering/Surveying, Inc.
3608 East 29th Street 1008 Woodcreek Dr., Suite 103
Bryan, Texas 77802 College Station, Texas 778410=- (979) 846-4384 (979) 693-3838
10620034-fp.dwg