HomeMy WebLinkAboutDrawings711 IOU
FiELD NOTES
Being all that certain tract or parcel of land, lying and being situated in the J. M. Barreiro 4
Texas and b eing part of . the 1037.24 acre Tract Two
Surveyy, Abstract No. 69, Brazos County, Joint Van
,ur
desc bed in this to' Smiling
rie deed from Thousand Oaks Development Company
Mallard Development Ltd. recorded in Volume •4247, Page 51, of the Official Records of Brazos
Caunty� Texas, and being more particularly described as follows:
6EGINNING: at a found 3/4 -inch iron pipe in the east line of INDIAN LAKES, PHASE 11 subdivision Q�
as recorded In ' Volums. 5996, . Page 199,: the south. n ght ec6on �of l ghta a woy ii pbao$fed ,
an a 100' width), and sold pipe also marking the i tern
Palo Duro Drive (width varies at this locatbn)t C�
THENCE: along the. pRrimstq�r of this dovslopment. phase for the following six (6) colic: ��5
1) 182.03 feat in a clockwise direction along the are of a curve having a control angle CJ'
of 04' 15' 25 ', a radius of 2450.00 fast; a tangent of 91.06 feet and a long chord Cr
bearing N 69' 12 02 E at a , distance' .of 181.99 feet to a 1/Z--inch iron rod set for
corner,
2) S 63' 25' 25" E for a distance of 501.97 feet to a
1/2-Inch iron red set for comer,
O
3) S 01. 25' 5 5" E for a distance of 670.12 feet to a 1/2 -inch iron rod met for comer, tiny
4) S 86 57 43 W for a distance of 270.11 feet to a 1/2 -inch iron rod set for o
d
5) N 79' 46' 53" W for a distance of 410.72 foot to 'O 1/2 -inch iron rod Set for,
corner set.
25" W for a distance of 21.49 feet to a 1/2 -inch iron rod for corner,
6) S 85' 10'
said iron rod being in the beformid oast line o f INDIAN WF , PW4E Ii;
P E II and said Palo uro Drive '`
D `
}V i�l+�!w�( IN ��LIV }4� N i� Y,ry j
THENCE: along the common east line . of said INDIAN LAKES, . ,,� .I. ,� M1t,� r s „ 0.
THENCE; `a +!
ni; for the following eight (5) calls: ri F , ,� �� , 3 r:
�.�yi ,f�fl, iiu ,11
1) 55.73 feet in a counter - clockwise direction along the are of a curve having a central d�11yt+�.! ;��; ^� ��safni�
• a radius of 50.00 feet, a t angen t of 31.15 feet and a long
r� �'1 Z: x a� �� 4i«
angle of 63 51 41 , v ,1r ,{ , iv; f ,,7
36' 45' 25 W
chord bearing N at a distance of 52,59 feet to a faunal 3/4 -inch lien ;t,hiy:. i,,�G i7 +�'`;
pipe for the Point of Reverse Curvature; '
�'
2) 16,09 feet along the arc of sold reverse curve having a central' angle of 36' 52' 12 ",
o radius of 25.00 feet, a tangent of 8.33 feet and a long chord bearing N 50' 15'
10" W at distance of 15.81 foot to a found 3/4 -inch Iron 'pipe for the PQlnt of ,
Sri Tangency; "
v 3) N 31 49 04 W for a distance of 37.17 feet to a found 3 /4 iron pipe for the , /, �/ n /y
R! �� Point of Curvature of a curve to the right; 31 feet and a long ch rd bearing of 76' 10 1Q " , a
V
•?�, 4) 219,35 feet along the arc of said curve having a central angle
'`,
radius of .165.00 feet, a tangent of 129,o. N 06' 16'
01" E at a distance of 203,55 foot to a found 3f 4 -inch Iran pipe for'. the Point of
.COWNTY OF WHA4Q4 T 5T E "fi•9 `�
ere d. Surveyor No. 5650, in the
(i► R
'Professional Lanurvey
I,. Kovin R. McClure, Registered f is true and correct and was prepare Q '
State of Texas, hereby certify that this plot r an monument ..,"...••��»�•"
al sur of the property and'. that' property mQrk4. s d R. MCOLIAE'
from an actu ry Y t rn. a;
woro Placed under my supervision . on h :. oud
.._ , '%
Si +
.S.. No, Q St1A�
1
Tangency,
5) N 44' 21' 06" E for a distance of 133.78 feet to a found. 3/4 -inch iron pipe for Ena
Point of Curvature of a curve to the left;
6) 281,75 foot along the arc ' of said curve having a central . ongle of. 68' 41' 51% a
radius of 235,00 foot, a ton of 150.60 foot and a. long chord boaring N 1Q' 00'
11 E at a distance of 265 19 feat to a 3/4 Inch iron pipe sot for the Point of
Tangency; a -for. the
7) N 24 20' 44 W for a distance of 106.52 feet t0 a found 3/4 -inch iron pip
Point of Curvature of a curvy to the right;
8) 39,59 foot in q clockwise direction along the are of o curve hewing a central angle of
91' 25' 04 ", a radius of 25.00 feet, a tangent of 25,63 feet and q long chord
bearing N 21 21 48 " E at a distance of 35.79 feat tQ the POINT.OF QEGINNiNG and .
�. containing 12,233 acres of land, more • or less.
w. Scale: 1" 60'
General 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
Eating: 3579119.261
277.90 (NGVD1929)
Elevation;
2. No lot lion within the 100 year tloodploin according to the F.E.M.A. flood .
Insurance Rate Map for Brazos} C ounty, Texas and Incorporated areas.
-�� DIE' iANCE Community No. 480083, Panel . No. 0215C, Map No. 46041 CO215C. Effective
BEARING dote: July 2, 1992.
Lt = S "55'10'25" W \' 21 -s9' 3. Front, Side, and Rear setback$ are established by the covenants, conditions, and
L2 N 31'49'04" W ' 7' rostriction$ of th ,A subdivision and ar: .aa - to V�' - `zt
,:
L3 N 44'21'06' E 1 78'' County and City >requirements for single family rural lots.`
''3..i2' 4. Notes from the Brazos County Health Department:
L4 N 24 20 44 W All lots served an On -Site Sewage .Facilities (OSSF) must comply
L5 S 82'44'12" E ' '•77' a•) with county and state regulations. No OSSF may be installed on any
I
1_6 S $2'44'12" E i.`::i' lot without the issuance of an "Authorization to Construct" issued by
the Brazos County Health Department under the provisions of the `
Private Sewage Facility Regulations adopted by the Commissioners Court
of Brazos County, pursuant to the provisions of Section 21.084 of the
Texas Water Code. ' No OSSF drain field is to encroach on the
I 100 -foot monitory =one of private water well$ or 150 foot of public';
water wells.
I B.) All lots will be required to have a site /soil evaluation on file with the
I Brazos County Health Department before on -site sewage facility may be
VE TABLE
constructed.
CURVE DELTA RADIUS LENGTH TANGEN`i CHORD. PRO. CHORD C.) On -Site Sawa • Facilities disposal areas shall not encroach the 100
I C't .00' 182.03' 91,06' N 61' 1 E- 181.99' foot or th 1 foot eanitary zone of a private or public well,
K Cl 415 25 2450 respectively.
I b C2 63'51'41 50,00' - 55.73' 31.16' N 3(: W 52.59' 5• Wellbom Special Utility District will provide water service for the Subdivision.
I i C3 36'52'12" 25.00' 16.09' 8.33' N 50` 15' 10" W 15.81' g Unless otherwise indicated 1/2" Iron Rods are set at all corners.
I W C4 7610 165.00' 219.35' 129.31' N 0('15'01' E 203.55'
I s C5 68'41'51" 235.00' 281.76' 160.60' N 10,00'11 "' E 265.19' p - 1/2 Iron Rod Found
CO 91'25'04" 25.00' 39.89'. 25.63' N 21'21'48" E 35.79' 0 - 3/4" Iron Pipe Found
C7 84'28'56" 25.00 36.86' 22.70' i x0'28'44' E 33.61' o - 3/4" Iron Pipe Set
I }� C8 8T3T32" 247.00' 377.75' 236.9T t' 38`55'26" W 342.00' o - PK Nail Control Monuments sot in Q_ asphalt pavement
O C9 31'49'42" 25.00' 13.89' 7.13' 11 E 13.71' 7. Existing Land Use: Vacant /Agricultural
C10 252'50 50.00' 220.65' 67.76' S' 80'30'54' E 80.46' proposed Land Use: Single Family Rural Residential lots (Greater than 1.00 Ac)
h C11 44'40'07" 25.00' 19.49' 10.27' h 23'34'31" E 19,00'
I C12 83'58'39" 177.00' 259.43' 159.31 N 4(Y44'52" W 236.82' 8, Abbreviation: -
I W 28.17' B.S.
C13 6$'34'07" 25.00' H.O.A. Homeowners Associa
28.92' 17.04' S $2':`.58'44B.S.L. - Building Setback Line
tion
H.O.A.Ls.E. Homeowners Association Landscape Easement
F.D.E. - Public Drainsg_e Easement
P.U.E. - Public Utility Easement
i Doc Hk Vol �9
00856118 OR 6055 25 7
I .
I
Filed fo R ec ord in -
inn: May �1,C0p4 at as:lap
( Asa
i
plats
went hhuber: & A.QUnt 2.00 FZ PL
N il
Receipt Nueber - 243100
Rye ru u SUB'ZivZSIO Aetty King. � .
J
PH -•
STA1E ff T MP ff WE
I hereby certify that this ill *as 12. A CRES
filed on the date and trite stooped hereon by Be
and was duly recorded in the vollu6: and page
of the nosed SOS of J, M. QARRERA SURVEY, A-69
cm
as staiped hereon by Be. 6RAZOS COUNTY, TEXAS
May 21, ; 004 Ai4RCH, 2004
4.tOtt>s Stl
' McClure & Browne Engineering /Surveying, Inc.
off C(.Efg{ Smiiln Mallard Devlopment 1 , Suite 103
, LTD 008 Woodcreek Dr. am 3608 ant 29th Street 1 Station, Texas 77845
BED Bryan, Texas 77802 Col le g e
693 -3838
(879) 846 -4384 ( 979 )
_ - - nna aatdwg