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FIELD NOTES _
RWIN SURVEY A-119 _
Being all that certain tract or parcel of land lying and being situated in the JAMES E ,
AND DEDICATION 9 ,P Y 9 .9
CERTIFICATE OF OWNERSHIP n Texas and being art of the acre tract described in the deed from Bandur6
Brazos County, 9 P 208.523. a e
.. and being more articular)
STATE OF TEXAS CERTIFICATE OF CITY ENGINEER Corporation to Indivis6 Corporation recorded m Volume .3812, Page, 320 (O.R.B.C.) a g particularly
COUNTY OF BRAZOS described by metes and bounds as follows:
I,
CityEngineer of the City of College Station,
,
Texas hereby certify that this subdivision plat conforms to the requirements BEGINNING: at a 1/2 -inch iron rod in the southeast line of the said 208.523 acre Indivisa tract, the east
I, owner and developer of the Y, , Y P /
shown on this plat, and designated herein as the of the Subdivision Regulations of the City of College Station. corner of Lot 7, . Block 3 GREAT OAKS SUBDIVISION, PHASE ONE as recorded in Volume 4150, Page 295
land sho p 9
Subdivision to the City 9 of College Station, Texas, (O.R.B.C.), said iron rod also being in the northwest line of the called 208.32 acre Grace Stallone Abbate et
r in Volume 2310 Pae 12 O.R.B.C:
and whose name are subscribed hereto, hereby dedicate to the use of al tract described g (O.R.B.C.);
theublic forever, all streets, alleys, parks, easements, and public places
P ,
thereon shown for the purpose and consideration therein expressed. City Engineer
THENCE: alongthe east line of said GREAT OAKS SUBDIVISION PHASE ONE for the following twenty-one 21
P P P City of College Station calls:GENERAL NOTES:
9 Y)
1) N 43 46 19 W for a distance of 145.43 feet to a found 1/2 -inch iron rod for corner,
_ „ 1. ;ORIGIN OF BEARING SYSTEM. The found monuments and the record bearing
Owner. 2) N 30 49 19 E for a distance of 108.59 feet to a found 1/2 -inch iron rod for corner,
• „ i (S 3'46'58" W) -along the southeast line of the called 208.523 acre ,
3 S 85 31 13 E for a distance of 119.90 feet to a found 1/2 -inch iron rod set for corner,
tr6 recorded in Volume 3812, Page 320 (O.R.B.C.) were used as the
' for a distance of 42.45 f a found 1/2 -inch iron rod for comer,
4) N 26 02 52 E o feet to / , BASS OF BEARINGS shown on this survey.
o A f s 7 7 f�•+� � e. rod for corner, 5 N 71 �4 2_ W .or a distance o. 9..6. feet ao. a _ .znd 1 /2 inch _rr ro co e .
_ .) ,. 2. At she tm,d cf platting,fr7u o: •lo.i ..., Hopes (,reel, and ua tnbuca�.ies in
1/2 -inch iron rod for corner
r distance of 135.3 � foundrine) under th <-
-- N 4 3 40 E for a d 4 feet to ae Er II regulated - channels e
6 3 2Gre�t .Oaks Subdivision are .not f d a
Y 9
for orner,
7 N 06 38 11 W for a distance of 53.14 feet to a found 1/2 -inch iron rod o c Nati nal -Flood Insurance Program. Flood Insurance Rate Mops FIRM
.7 o found 1/2 -inch iron rod for corner, have not been developed for this area. The rivate drainage easements
8) N 78 43 42 W for a distance of 403 9 feet t o / � P P 9
" r limits of the flood= lain
9 N 11 16 18 E for a distance of 33.49 feet to a found 3/4 -inch iron pipe for the Point of ; sho n on this plat represent the approximate p
STATE OF TEXAS ) / , �` ..
of a curve to the left based on conditions in the drainage basin at the time of platting and. are
F BRAZOS
Curvature
COUNTY 0 APPROVAL OF PLANNING AND ZONING COMMISSION+
• sub ect to change. Future phases of the subdivision will identify the
10) 301.20 -feet along the arc of said curve having a central angle of 35 34 59 ,, a radius of 485:00 - 9 P Y
remaining portions of the floodplain/easements. A flood lain ermit will
' a personally tangent of 155.64 feet .and 6 Ion chord bearin N 06 31 11 W at a distance of 296.39 9 PP P
_ Before me, the undersigned authority, on this day p y I, Chairman of the Planning and feet, a to g g g
• I prior t the construction. of an structure. The
known to me to be the arson h iron i e for the Point of Tangency, be equired on al tracts p o o y
appeared P Zoning Commission of the City of College Station, hereby certify that the feet to a found 3/4 mepipe g y,
• per it may be obtained from the County Engineers Office.
whose name is subscribed to the foregoing instrument, and acknowledged r distance of 133.81 f to a found 1/2 -inch iron rod for comer, P y 9
9 9 9 attached plat was duly approved by the Commission on the 11) N 24 18 41 W for ads feet / � 61 be owned and
to executed the same for the purpose and consideration - „ _ - 3. All Common Areas and Private Drainage Easements shall
to me that P P day of 20_ 12) N 62 20 46 E for a distance of 193.57 feet to a found 1/2 inch iron rod for corner, ,
„ mai tained by the Homeowners Association.
therein stated 13 N 24' 26 36 W for a distance of 105.77 feet to a found 1 2 -inch iron rod for corner,
) / 4. This property is zoned AO -R and R-1 B. The building setback requirements
n P P Y 9
14 N 38 08 29 E for a distance of 84.58 feet to a found 1/2 -inch iron rod for corner,
Given under m hand and seal on this day of 20
/ , are established by the City of College Station Unified Development
Y ' 4" W for a distance of 56.18 1/2 -inch iron rod for corner, i
." 15) N 26 08 3 feet to a found 1/2 c Ordinance No. 2617.
Chairman
16 N 59•. 09. 57"
E for a distance of 57.42 feet to a found 1/2 -inch iron rod for corner,. 5. The installation of street lights -will be required and installed in '
„ _
17 N 09' 33 55 W for d distance of 78.40 feet to a found 1/2 -inch iron rod for corner, ace � rdance with Section 8 T of the City of College Station Subdivision
for a distance of 52.46 found 1/2 -inch iron rod for corner, Re lotions. Illumination of 611 street lights and park lights shall be the
Notary Public, Brazos County, Texas 18) N 41 53 11 E feet to a / � 91 , • •
• full res onsibilit of the Homeowners Association.
19 N 38 56 49 W for a distance of 64.04 feet to a found 1/2 -inch iron rod for corner, P Y
)
' " 6. Unless otherwise indicated, all lot corners are marked with 1/2 -inch iron
20) N 2T- 14 58 E. for a distance of 23.21 feet to a found 1/2 -inch iron rod for corner and I /
21 N 40 50 06 W for a distance of 74.89 feet to a found 1/2 -inch iron rod for corner, rods.
• O - Indicates 3 4 Iron Pie Found
• h interior r of the said 208.523acretract for the following sixteen 16 calls. / P
THENCE. through the e o 9 O I I
0 - Indicates 3/4' Iron Pie Set
0.
N 4 09, 54"
E for a distance of 140.00 feet to a 1/2 -inch iron rod set for corner ; O Indicates 1/2" Iron Rod -Found
H COUNTY CLERK CERTIFICATE OF SURVEYOR " 9 - PK Nail Control Monuments set in Asphalt Pavement at
CERTIFICATE OF THE 2) S 40' 50 06 E for a distance of 36.62 feet to a 3/4 -inch iron pipe set for the Point of j P
Intersections and Points of Curvature
Curvature of a curve to the left, ( _
Karen McQueen. Count Clerk in and for said Count do hereby STATE OF TEXAS „
I, are y Y, Y 3 301.76 feet along the arc of said curve haven a central angle of 5T 37 55". a radius of 300.00
f authentication was COUNTY OF BRAZOS ) 9 9 9 n via ions:
certify that this plat together with its certificates o 6. Abb e t
filed for record in my office the day
feet, a "tangent of 165.04 feet and a long chord bearing S 69' 39 04 E at a distance of 289.20 I
he fficial Records of Brazos Count Texas I, Kevin R. McClure, Re istered Professional Land Surve or No. 5650, feet to a 3/4 inch iron pipe set for corner,
H.O.A. - Homeowners Association
of 20_. in t 0 y, 9 Y
Texas, hereb certify that this plat is true and correct 4 N 08' 28' 01" W for a distance of 50.00 feet to 6 1/2 -inch iron rod set for corner; P.D.E. - Public Drainage Easement
m Volume .Page in the State of Y Y P ) � „ / -
P.U.E: Public Utility Easement ,
and was prepared from an actual survey of the property and that 5) N 81' 31 59 E for a distance of 13.40 feet to a 3/4 -inch iron pipe set for the Point of Pr.D.E. - Private Drainage Easement
Witness m hand and official Seal, at m office in Bryan, Texas. property markers and monuments were placed under my supervision on Curvature of a curve to the left;
Y Y ry
the ground. 6) 39.05 feet along the arc of said curve having a central angle of 89' 29' 27", a radius of 25.00
feet, a tangent of 24.78 feet and a long chord bearing N 36' 47' 15" E at a distance of 35.20
feet to a 3/4 -inch iron pipe set for corner;
County Clerk 7) N 82' 02 32„ E for a distance of 70.00 feet to a 1/2 -inch iron rod set for corner;
Brazos County, Texas Kevin R. McClure, R.P.L.S. No. 5650
8) S 07 57 28„ E for a distance of 46.35 feet to a 1/2 -inch iron rod set for corner,
9) N 82 02 32 E for a distance of 87.50 feet to a 1/2 -inch iron rod set for corner,
" for a distance of 125.49 feet to a 1/2 -inch iron rod set for corner
10) S 02 53 35 E / I
11 S 07' 57' 28" E for a distance of 50.00 feet to a 1/2 -inch iron rod set for corner,
12) S 82 02 32 W for a distance of 16.35 feet to a 1/2 -inch iron rod set for corner,
13 S 01' 14' 05" E for a distance of 125.87 feet to a 1/2 -inch iron rod set for corner;
14) N 82 02 32 E for a distance of 240.00 feet to a 1/2 -inch iron rod set for corner,
15 S 69' 05' 09" E for a distance of 102.68 feet to a 1/2 -inch iron rod set for corner;
16) S 46 13 02 E for a distance of 356.27 feet to a 1/2 -inch iron rod set for corner in the _ L
southeast_ line of the said 208.523 acre Indivisa tract and the northwest line of the called 208.32
acre Abbate tract;
• „
h POINT OF _
- - 10150002 -008 -FP dwg
i u i
.
THENCE: S
43
46 58
W along
the
said common
line for a distance of 1356.19 feet to t e
24.251 ACRES
BEGINNING
and
containing
24.251
acres
of land, more
or less.
- - 10150002 -008 -FP dwg
i u i
.
I
?EAT OSUBDIPYSIO]
P� TWOHAS.
,
24.251 ACRES
JAMES ERM SURVEY, A -19
COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS
OCTOBER, 2008
:
SCALE- I" = 60
Owner:
Surveyor:
Ir«livisb
Corporation McClure & Browne Engineering Surveying, I
C.
1
X901
an Jacinto 1008 Woodcreek Dr., Suite 103
Houston,
Texas 77002 College Station, Texas 77845
('13)
652-0654 (979) 693-383811 rm,
- - 10150002 -008 -FP dwg
i u i
CURIE TABLE
L/NE TABLE
LINE
RADIUS
BEARING
TANGENT
DISTANCE
L1
N
43'46'19"
W
145.43'
L2
N
30'49'19"
E
108.59'
L3
S
85'31'13"
E
119.90'
L4
N
26'02'52"
E
42.45'
1-5
N
71'24'29"
W
97.67'
L6
N
43'32'40"
E
135.34'
L7
N
6'38'11"
W
53.14'
L8
N
11'16'18"
E
33.49'
L9
N
2418'41"
W
133.81'
L10
N
62'20'46"
E
193.57'
1-11
N
24'26'36" W
105.77'
(1-12
N
38'08'29" E
84.58'
1-13
N
26'08'34"
W
56.18'
L14
N
59'09'57"
E
57.42'
1-15
N
9'33'55" W
78.40'
1-16
N
41'53' 11 "
E
52.46'
L17
N
38'56'49"
W
64.04'
L18
N
2T14'58"
E
23.21'
1-19
N
40'50'06"
W
74.89'
L20
N
49'09'54"
E
140.00'
L21
S
40'50'06"
E
36.62'
L22
N
828'01 "
W
50.00'
L23
N
81'31'59"
E
13.40'
"! L24
N
82'02'32"
E
70.00'
L25
S
7'57'28"
E
46.35'
L26
N
82'02'32"
E
87.50'
L27
S
2'53'35"
E
125.49'
L28
S 7'57'28" 1
E
50.00'
CURIE TABLE
L/NE TABLE
LINE
RADIUS
BEARING
TANGENT
DISTANCE_
L29
S
8T02'32"
W
16.35'
L30
S
1' 14'05"
E
125.87'
L31
S
69'05'09"
E
102.68'
L32
S
4754'43"
W
50.00'
L33
N
85'32'08"
E
11.64'
L34
N
53'36'52"
W
50.00'
L35
N
8532'08"
E
14.89'
L36
N
46' 13'02"
W
30.14'
L37
S
62'31'23" W
39.45'
L38
N
54'28'09"
W
60.00'
L39
N
35'31'51 "
E
20.00'
1-40
N
54'28'09" W
60.00'
L41
S
82'02'32"
W
80.56'
L42
S
82'02'32" W
57.97'
L43
N
81'31'59"
E
10.55'
L44
S
42'17'25"
E
51.17'
L45
S
47'42'35"
W
40.00'
1-46
S
4717'25"
E
42.25'
L47
S
79'47'50"
E
41.20'
L48
N
15'02'10"
E
60.00'
L49
N
79'47'50"
W
41.18'
L50
S
24'54'00"
W
46.37'
L51
N
25"11'18"
W
56.84'
L52
N
64'48'42"
E
40.00'
L53
N
25'11'18"
W
38.03'
L54
S
20' 15'03"
E
29.10'
L55
S 32' 17'35"
E
49.25'
L56
S
46-113-02- E
30.49'
CURIE TABLE
CU RVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BRG.
CHORD DIST.
1
35'34'59"
485.00'
301.20'
155.64'
N 6'31'11 " W
296.39'
2
5T37'55"
300.00'
301.76'
165.04'
S 69'39'04" .E
289.20'
C3
89'29'27":
25.00'
39.05'
24.78'
N 3647'15" E
35.20'
C4
95'27'54"
25.00'
41.65'
27.51'
N 50'44'04" W
37.00'
C5
14'01'04"
550.00'
134.56'
67.62'
N 4!00'25" E
134.22'
6
7,V31'1 1 "
430.00'
559.26'
327.10'
N 48' 16'32" E
520.67'
1 7
72'27' 12"
500.00'
632.28'
366.30'
N 49' 18'32" E
590.98'
C8
80'44'45"
25.00'
35.23'
21.26'
S 53'27'18" W
32.39'
C9
11'47'09"
550.00'
113.13'
56.77' _.
N 8T56'06" E
112.94'
C10
51'44'26"
200.00'
180.61'
96.99'
N 72'05'15", W
174.53'
1
90'00'00"
25.06'
39.27'
25.00'
N 1'13'02" W
35.;v'
C�12
90'00'00"
25.00'
39.27'
25.00'
N 88'46'58" E
35.36'
C113
60'00'00"
50.00'
52.36'
28.87'
S 16'13'02" E
50.00'
C i 4
240'00'00"
50.00'
209.44'
86.60'
S 73'46'58" W
86.60'
C 5
90'00'00"
25.00'
39.27'
25.00'
N 1' 13'02" W
35.36'
C , 16
60'00'00"
50.00'
1 52.36'
28.87'
N 73'46'58" E
50.00'
Ci 7
240'00'00"
50.00'
209.44'
86.60'
S 16'13'02" E
86.60'
CIS
90'00'00"
25.00'
39.27'
25.00'
S 88'46'58" W
35.36'
C119
51'44'26"
250.00'
225.76'
121.23'
N 72'05' 15" W
218.17'
C21 0
10'13'13"
500.00'
89.19'
44.71'
N 8T09'08" E
89.07'
1 .
98'4512"
25.00'
43.09'
29.14'
S 38'21'40" E
37.95'
42
1'41'07"
620.00'
18.24'
9.12'
N 10'10'23" E
18.23'
C23
72'42'42"
25.00'
31.73'
18.40' -
S 45'41'11" W
29.64'
C24
98' 10' 18"
25.00'
42.84'
28.85'
S 48'52' 19" E
37.78'
C15
8-10"18"
620.00'
88.43'
44.29'
N 352'19" W
88.35'
C�6
8'00'04"
430.00'
60.05'
30.07' `
N 15'00'58" E
1 60.00'
C�7
5'27'46"
430.00'
41.00'
20.51'
N 35'08'15" E
40.98'
618
5'04'00"
500.00'
44.22'
22.12'
N 39'37'41 " E
44.20'
C�9
6'28'24"
500.00'
56.49'
28.28'
N 33'51'28" E
56.46'
(riREAT OA KS S UBDI PYS10. A
PHA.5267 TWO
24.251 A CRE S
JAMES ERWN SURVEY,A -19
COLLEGE STAT/ON, SRAZOS COUNTY, TEXAS
OCTOBER, 2008
E
i
SC 10 60'
r:
Surveyor:
Ingiviso Corporation McClure & Browne Engineering/Surveying, In
1901 San Jacinto 1008 Woodcreek Dr., Suite 103
Houston, Texas 77002 College Station, Texas 77845 L
(713) 652-0654 (979) 693-3838
10150002-008-1
i