HomeMy WebLinkAboutRes 04-14 Approving a Final Plat for Paigebrooke EstatesTOWN OF WESTLAKE
RESOLUTION NO. 04-14
A RESOLUTION OF THE BOARD OF ALDERMEN OF THE TOWN OF
WESTLAKE, TEXAS, APPROVING A FINAL PLAT OF 12.248 ACRES FOR
THE PAIGEBROOKE ESTATES ADDITION LOCATED ON THE SOUTHEAST
CORNER OF J.T. OTTINGER ROAD AND DOVE ROAD.
BE IT RESOLVED BY THE BOARD OF ALDERMEN OF THE TOWN OF
WESTLAKE, TEXAS:
SECTION 1: That the Board of Aldermen of the Town of Westlake does hereby
approve a final plat of 12.248 acres for the Paigebrooke Estates addition located on the
southeast corner of J.T. Ottinger Road and Dove Road.
SECTION 2: That this Resolution shall become effective upon the date of its
passage.
PASSED AND APPROVED ON THIS 8TH DAY OF MARCH, 2004
ATTEST: Scott Bra ley, Mayor
ing Crosswy, Town ecretary Trent O. Petty, Town Manager
APPROVED AS TO FORM:
L. Stanton Ldp T
R=137.00Slope Easement
CHB=N 20'52'59" E / Cvol. 14162, Pg. 15
CHL=83.72'
1/2" I.R.F.
(C. M.) S 0,61 -5i, 8 _
FND. "PK" NAIL I-
N 89•18'55" 'W 20,-
lariable width R.O.W. Dedication
Vol. 14162, Pg. 159
S 88'24'39" E
24.75',,
p SET 'PK"
�n
C
N 03'46'11" E
27.53'
N 06'22'12" E
42.05'
N 09'16'43" E_
43.13'
I F ?5.00,
99.57' �Hi Variable width Right of Way Ded
1/2" I.R.F. Vol. 14162, Pg. 159
CCa
DOVE' ROAD
N 89'36'10" E 781.67'
10' a E.
100 0 100 200 300 Feet
1/2" I.R.S.
53.00'
24.50'
j -- o, 50' BL (TYP.) lim
Zi�4 I \ 2\ \ � ^I r
\ N 03'43'19" E ki` N o
2 J
IAIL 179.26' `��� \ c"r. 2,000 Ac, 3 m 2.000 Ac. a I
II N 88
o
15.80'Ac. O127'02" \ 10 I N O m Icl
I I�
N/ /U
DRAIN. & J L' BL (TYP.) 15 DRAIN. &UTIL. ESMT.
3 \ \ US ESMT.- J cn
j SEE DETAIL A) _ N
Ci I N I rj� \ / ( 41.5' PRIVATE ROAD, ACCESS my
-o DRAINAGE &UTI UTILITY L Y ESMT.
d J �'I{^r' - -
M T
�zQ I} V / G13 L15 L14 12
N
2 O L4 - L13
w E1 .� Im 2.000 Ac. / ��'�6 C O
w�� 176.07
uo a N (39'43 59 W hyo
L=57.62' L=59.11' a 1 1G W
15' DRAIN. & UTIL ESMT./ pA • 11 R-_ 175.00' R_ 22$.00'
r'
z S6,9 / 9�
s�s �(\�, O
II I \ \ 26353 L18
N 11'59'47" E w
84.61'
Q
N 10'59'29" E o
43.67' 1
zoo
U 1
� o I
2 3 I
W
of I
M �
Z11 to
� M
C4
m N
v
o� 2
0
3 ^ LO
10
oN QQ
4
FND. "PK" NAIL
(C.M.) ,
N 89'38'41" W
125.00'
FND. "PK" NAIL
(C. M.)
S
/2 S 20'02'03" W
16b 97.78'
'
5.00'
co L=46.37'
R=175.00'
S 35'13'00" W
2.000 Ac, / 29.31'
I O / L=78.50'
I I I R=125.00
N 00'45'48" W
43.90'
I I IN S 82'54'37" E
IJ 24.09'
4\
L /)^ o ISL=38.67' 72�
J R=47.00'
177.08'
N 83'1211
W L
11 N 13'59'36" E
S 04'03'13" W 22.50'
96.92' /
S 67'57'04" E /
41.11• - - "r) N 08'48'07" W
15' WATER LINE ESMT. 123.75'
(BY THIS PLAT)
`_411
08'48'01" W__�
113.13' I
N 34'23'23" E J
N 34'23'23" E
N 04'23'23" E \/ /67.16'
20.51'\r N 04'23'23" E
63.02 g2 15.85'
28
R=159.38• 5/8" I.R.F.
N 66'35'12" E �'
9 20.38' S`'Y�,
112.24' L� L=55.82' 7Q> R9••
ar-iR'41" F = R=150.00' 2• !y
gfadle>
ce
�eM 90 0 � g2
a
00 Pg ERl
81
cott06\0 50 '00
SJai. lR
N 45'15'58" E 5/8" I.R.F. N 72'02'26" W
7.40' 26.04' N 81'51'46" W
L=69.33' 5/8" LR.F 28.13'
R=200.00' S/a" I.B.F. N 23'02'59" W
L=30.00' 5/8" I.R.F. 31.42'
R=175.00' L 124.06,
5/8" I.R.F. -
Bradley 5/8
to
Kenneth Scott Rodgers and Rebecca Lynn Rodgers
Vol. 14927, Pg. 324
LEGEND
LINE TABLE
I.R.F. O
LINE
LENGTH
BEARING
Lt
135.22'
S00'23'50"E
L2
24.66'
S2244'33"W
L3
69.24'
N74'40'53"W
L4
176.07'
N89'43'59"W
L5
195.60'
S71'24'11 "W
L6
97.78'
S20'02'03"W
L7
29.31'
535'13'00"W
78
160.87'
S00'45'48"E
L9
50.00'
N00'23'50"W
L10
33.44'
N09'40'07"W
Li1
20.00'
N00'23'50"W
L12
24.66'
N22'44'33"E
L13
69.24'
N74'40'53"W
L141
85.39'
589'43'59"E
L15
90.68'
S89'43'59"E
L16
123.08'
N71'24'11"E
1_17
72.52'
N71'24'11"E
L18
6.90'
N20'02'03"E
L19
90.88'
1\120'02'03"E
L20
29.31'
N35'13'00"E
L21
82.05'
N00'45'48"W
L23
253.33'
N01'23'13"E
L24
88.05
N01'23'1 3"E
L25
28.61'
NO3'46'11"E
L26
43.25'
N06 -22'12"E
L27
44.36'
N09'16'43"E
L28
84.98'
N11'59'47"E
L29
41.94'
N10'59'29"E
L30
117.42'
N04'03'13"E
L31
30.35'
S27'49'31"W
1_32
70.97'
589'14'12"W
L33
27.35'
589'14'12"W
L341
65.24'
589'14'12"W
N 45'15'58" E 5/8" I.R.F. N 72'02'26" W
7.40' 26.04' N 81'51'46" W
L=69.33' 5/8" LR.F 28.13'
R=200.00' S/a" I.B.F. N 23'02'59" W
L=30.00' 5/8" I.R.F. 31.42'
R=175.00' L 124.06,
5/8" I.R.F. -
Bradley 5/8
to
Kenneth Scott Rodgers and Rebecca Lynn Rodgers
Vol. 14927, Pg. 324
LEGEND
LOT 2
I.R.F. O
- IRON ROD FOUND
I.R.S. E7
- IRON ROD SET W/
665.0
YELLOW CAP STAMPED
665.0
"ARTHUR SURVEYING COMPANY"
R.O.W.
- RIGHT-OF-WAY
P.O.B.
- POINT OF BEGINNING
C.M. ®
- CONTROLING MONUMENT
r -
"PK" NAIL SET
MINIMUM FINISHED FLOOR ELEVATIONS
LOT 2
654.0
LOT 3
665.0
LOT 4
665.0
LOT 5
665.0
LOT 6
665.0
N 74'40'53" W
69.24'
CURVE TABLE
CURVE
LENGTH
RADIUS
C1
80.77'
200.00'
C2
144.12'
100.00'
C3
65.68'
250.00'
C4
65.85'
200.00'
C5
179.31'
200.00'
C6
39.75'
150.00'
C7
94.20'
150.00'
C8
17.07'
105.50'
C9
15.29'
94.50'
C10
74.11'
183.50'
C11
120.34'
83.50'
C12
70.01'
266.50'
C13
71.28'
216.50'
C14
67.72'1
216.50'
C15
126.38'
216.50'
C16
35.38'
133.50'
C17
104.56'
166.50'
C18
23.45'
47.00'
C19
27.73'
73.00'
N 57'30'08" W
23.55'
I.R.F.
L=205.06'
REVIEWED BY* �^
TOW TORNEY
TOWfrENGfNEffR
Iffill
I.R.F.
GRID N: 7041306.131
GRID E:2364902.840
FND. "PK" NAIL
5/8" I.R.F.O
S 00'23'50" E
50.00'
L=61.61'
R=114.00'
L=41.59'
R=86.00'
\, L=78.07'
R=225.00'
S 22'44'33" W
24.66'
M
v
N
N
2
3
N
to 0
T-
0
0
At
S 89'29'27" W 180.51' ,j,1/2" I.R.F.
N 00'18'02" E
87.22'
1/2" I.R.F
NOTES
Branch
M
Q X09
MAHOTE
ROANOKE - DOVE
RAVEN
F-
Qo w TIMBE
M
3 ¢ LAMBERT
w ASPEN
>
a
KNOX
o SPRING
NO
Ld
WINTER
M µ
GARDEN o AUTUMN
VICINITY MAP SCALE 1"=2000'
NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS:
THAT WE, SCOTT and KELLY BRADLEY, do hereby adopt this plat, designating the herein described property
as PAIGEBROOKE, an addition to the Town of Westlake, Tarrant County, Texas. The easements hereon are
hereby reserved for the purposes indicate are hereby reserved for the purposes indicated. The utility and fire
lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies
and the public and private utilities specifically approved by the Town of Westlake for the use of a particular
easement. The maintenance of paving or any other surfaces on the utility and fire lane easements is the
sole responsibility of the property owner. No buildings, fences, trees, shrubs or other improvements or
growths shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said
easements beinghereby reserved for mutual use and accommodation of all public utilities s ecificoll
Y P P Y
approved by the Town of Westlake. Any public utility specifically approved by the Town of Westlake to use a
articular easement shall have the right to remove and keep removed all or art of an buildings, fences
P 9 P P Y 9.
trees, shrubs or other improvements or growths which in any way may endanger or interfere with the
construction, maintenance, or efficiency of its system on the easement and that the public utility shall at
all times have full right of ingress and egress to or from and upon the easement for the purpose of
constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its
system, subject to complying with all ordinances, rules, regulations and resolutions of the Town of Westlake,
Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress to
private property for the purpose of reading meters, maintenance and service required or ordinarily performed
by that utility.
Water main and wastewater easements shall also include additional area of working space for construction
and maintenance of the systems. Additional area is also conveyed for installation and maintenance of the
systems. additional area is also conveyed for installation and maintenance of manholes, cleanouts, fire
hydrants, water services and wastewater services from the main to the curb or pavement line. description
of these additional easements herein granted shall be determined bt their location as installed.
This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the Town of
Westlake, Texas. /
WITNESS our hands this the a 5 _ day of _fSE$Ju4AT' , 2005.
CIR
- _- ---- -----------
Scott Bra ley n Kelly adley
COUNTY OF _L�RAa(_r_ _ )(
STATE OF TEXAS )(
BEFORE ME, the undersigned authority, ort this day personally appeared Scott Bradley, known to me to be
the person whose name is subscribed to the foregoing instrument and acknowledged to me that he
executed the some for the purpose and consideration therein expressed, in the capacity therein stated, and
as the act and deed of said partnership. ff
GIVEN UNDER MY HAND AND SEAL OF OFFICE on the 5_ day of _CC.�('uAL�, 2005.
-- -- ,-----------
Notary Public in and for the96 Stale LlLAIAff. RIWXM
My Commission Expires: _L z 2D0s 21 M aM
--- coMnaw u+Mia:
COUNTY OF 1�1e/4A L_ )(
DECEMBER 21 ��
STATE OF TEXAS )(
BEFORE ME, the undersigned authority, on this day personally appeared Kelly Bradley, known to me to be
the person whose name is subscribed to the foregoing instrument and acknowledged to m that p g g g e a she
executed the some for the purpose and consideration therein expressed, in the capacity therein stated, and
as the act and deed of said partnership.
GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of _FE&E�ete4Rt__, 2005.
�
,d-
- --- - - - - - -
Notary Public in and for the Sta e of Texas
LELAND H. f
My Commission Expires: 7/1��
M 81MIl
21. 200000
APPROV�Q BY THE BOARD of ALDERMEN OF WESTLAKE, TEXAS, on the
day of ----_, 20OX
it
._1
Mayor pro tem
1. Selling off a portion of this addition by metes and bounds description, without a replat being approved by the
Town of Westlake, is a violation of City Ordinance and State Law and is subject to fines and withholding of utilities
and building permits.
2. Bearings based on west line of Rodgers tract, recorded in Volume 141927, Page 324 of the Land records of
Tarrant County, Texas.
3. Grid coordinates, as shown hereon, were derived from geodetic measurments based on the Town of Westlake GPS
Monument Nos. 2 and 9,
rotation to Grid North 00'42'53".
SURVEYORS CERTIFICATE
This is to certify that I, Douglas L. Arthur, a Registered Professional Land Surveyor in the State of
Texas, have platted the above subd' Sion from an actual survey, performed on the ground, and that
this plg"orrectly represpnts,,"at rvey made by Arthur Surveying Company, Inc..
L.
I Land Surveyor No. 4357
WHEREAS WE, SCOTT and KELLY BRADLEY, are the owners of all that certain lot, tract or parcel of land situated in the Jesse Gibson Survey,
Abstract No. 592, and being a portion of a called 37.231 Acre tract of land described by deed to Scott Bradley and Kelly Pace Bradley as
recorded in Volume 13502, Page 90 of the deed records of Tarrant County, Texas, and being more particularly described as follows:
BEGINNING at a found "P.K." nail in asphalt pavement known as Ottinger Road, being the southwest corner of said Bradley tract and the northwest
corner of that certain tract of land described by deed to Kenneth Scott Rodgers and Rebecca Lynn Rodgers, as recorded in Volume 14927, Page
324 of the deed records of Tarrant County, Texas:
THENCE Northerly within Ottinger Road and with the west line of said Bradley tract the following courses and distances;
North 00 degrees 06 minutes 54 seconds West, a distance of 281.35 feet to a "P.K." nail set for corner:
North 04 degrees 03 minutes 13 seconds East, a distance of 216.76 feet to a "P.K." nail set for corner:
North 10 degrees 59 minutes 29 seconds East, a distance of 43.67 feet to a "P.K." nail set for corner:
North 11 degrees 59 minutes 47 seconds East, a distance of 84.61 feet to a "P.K." nail set for corner:
North 09 degrees 16 minutes 43 seconds East, a distance of 43.13 feet to a "P.K." nail set for corner:
North 06 degrees 22 minutes 12 seconds East, a distance of 42.05 feet to a "P.K." nail set for corner:
North 03 degrees 46 minutes 11 seconds East, a distance of 27.53 feet to a "P.K." nail set for corner:
North 01 degrees 25 minutes 46 seconds East, a distance of 340.94 feet to a "P.K." nail set for corner for the southwest corner of a certain
variable width right-of-way tract described by deed recorded in Volume 14162, Page 159 of the deed records of Tarrant County, Texas:
THENCE South 88 degrees 24 minutes 39 seconds East, departing the west line of said Bradley tract, with the south line of said right-of-way tract,
a distance of 24.75 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING COMPANY", for the southeast corner of said
right-of-way tract being the east line of Ottinger Road:
THENCE North 01 degrees 04 minutes 56 seconds East, with the east line of Ottinger Road, a distance of 178.77 feet to a 1/2 inch iron rod found
for corner at the beginning of a non -tangent curve to the right having a radius of 137.00 feet and a chord bearing and distance of North 20
degrees 52 minutes 59 seconds East at 83.72 feet:
THENCE in a northeasterly direction with the east line of Ottinger Road and along said curve to the right, an arc length of 85.08 feet to a 1/2 inch
iron rod found for corner at the beginning of a non -tangent curve to the left having a radius of 425.00 feet and a chord bearing and distance of
South 65 degrees 51 minutes 20 seconds at 353.05 feet, said point being in the south line of Dove Rood:
THENCE in a southeasterly direction with the south line of Dove Road and along said curve to the left, an arc length of 364.08 feet to a 1/2 inch
iron rod found for corner:
THENCE North 89 degrees 36 minutes 10 seconds East, with the south line of said Dove Road, a distance of 781.67 feet to a 1/2 inch iron rod set
with yellow cap stamped ARTHUR SURVEYING COMPANY":
THENCE departing the south line of Dove road and traversing over and across said Bradley tract the following courses and distances;
South 00 degrees 23 minutes 50 seconds East, a distance of 50.00 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY" at the beginning of a tangent curve to the right having a radius of 114.00 feet:
Souther) with said curve to the right an arc length of 61.61 feet to a 1 2 inch iron rod set with yellow ca stamped " ARTHUR SURVEYING
0 o d
Y 9 9 / P P
Y
COMPANY" at the beginning of a curve to the left having a radius 86.00 feet:
Southerly along said curve to the left an arc length of 41.59 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING
COMPANY" at the beginning of a curve to the right having a radius of 225.00 feet:
Southerly and westerly along said curve to the right an arc length of 78.07 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR
SURVEYING COMPANY":
South 22 degrees 44 minutes 33 seconds West, a distance of 24.66 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY" at the beginning of a tangent curve to the right having a radius of 125.00 feet:
Southerly and westerly with said curve to the right an arc length of 180.15 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR
SURVEYING COMPANY":
North 74 degrees 40 minutes 53 seconds West, a distance of 69.24 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY" at the beginning of a tangent curve to the left having a radius of 225.00 feet:
Westerly with said curve to the left an arc length of 59.11 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY":
North 89 degrees 43 minutes 59 seconds West, a distance of 176.07 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY" at the beginning of a tangent curve to the left having a radius of 175.00 feet:
Westerly with said curve to the left an arc length of 57.62 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY':
South 71 degrees 24 minutes 11 seconds West, a distance of 195.60 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY" at the beginning of a tangent curve to the left having a radius of 175.00 feet:
Southwesterly with said curve to the right on arc length of 156.90 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY':
South 20 degrees 02 minutes 03 seconds West, a distance of 97.78 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY" at the beginning of a tangent curve to the right having a radius of 175.00 feet:
Southwesterly with said curve to the right an arc length of 46.37 feet to a 1/2 inch iron rod set with yellow cap stomped " ARTHUR SURVEYING
COMPANY':
South 35 degrees 13 minutes 00 seconds West, a distance of 29.31 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY" at the beginning of a tangent curve to the left having a radius of 125.00 feet:
Southerly with said curve to the right on arc length of 78.50 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY':
South 00 degrees 45 minutes 48 seconds East, a distance of 43.90 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR SURVEYING
COMPANY" at the beginning of a non -tangent curve to the left having a radius of 47.00 feet and a chord bearing and distance of South 59
degrees 20 minutes 13 seconds West at 37.59 feet:
Southerly and westerly with said curve to the left an arc length of 38.67 feet to a 1/2 inch iron rod set with yellow cap stamped " ARTHUR
SURVEYING COMPANY"
South 82 degrees 54 minutes 37 seconds East, a distance of 24.09 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING
COMPANY" at the beginning of a curve to the right having a radius of 73.00 feet and a chord bearing and distance of South 34 degrees 27
minutes 31 seconds East, at 109.26 feet:
Southerly and easterly with said curve to the right on arc length of 723.46 feet to a 1/2 inch iron rod set with yellow cap stamped"ARTHUR
SURVEYING COMPANY"
South 13 degrees 59 minutes 36 seconds West, a distance of 22.50 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING
COMPANY" at the beginning f curve right vi r f 7 r 1
g g o a cu e to the ig t ha ng a radius o 3 00 feet and a chord bearing and distance of South 63 degrees 0
minutes 16 seconds West, at 110.23 feet:
Southerly and westerly with said curve to the right an arc distance of 124.93 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR
SURVEYING COMPANY":
North 67 degrees 57 minutes 04 seconds West, a distance of 41.11 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING
COMPANY" at the beginning of a curve to the right having a radius of 73.00 feet and a chord bearing and distance of North 30 degrees 56
minutes 37 seconds West, at 87.88 feet:
Northerly and westerly with said curve to the right an arc length of 94.30 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR
SURVEYING COMPANY" :
North 83 degrees 12 minutes 11 seconds West, a distance of 177.08 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING
COMPANY" : of
South 04 degrees 03 minutes 13 seconds West, a distance of 96.92 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING
COMPANY":
South 00 degrees 06 minutes 54 seconds East, a distance of 280.65 feet to a 1/2 inch iron rod set with yellow cap stamped "ARTHUR SURVEYING
COMPANY" in the north line of the aforementioned Rodgers tract:
THENCE North 89 degrees 38 minutes 41 seconds West, with the north line of said Rodgers tract, a distance of 25.00 feet to the Point Of
Beginning and containing in all 12.695 Acres of land more or less.
OWNER / DEVELOPER
Scott and Kelly Bradley
10 Paigebrooke Lane
Westlake, Texas 76062
rthur Surveying Co., InC,
Professional Land Surveyors
972-221-9439 - Fax 972-221-4675
220 Elm Street, Suite 200 - P.O. Box 54
Lewisville, Texas 75067
REVISED: 02-23-2005 PER CITY COMMENTS
DRAWN BY: T.M. DATE: 02/05/04 SCALE: 1"=100' CHECKED BY:
ASC NO.:
FINAL PLAT
Pa igebrooke
Lots 1-5, Block A
an addition to the Town of Westlake
Tarrant County, Texas
12.695 Acres
Jesse Gibson Survey, Abstract No. 592
Town of Westlake
Tarrant County, Texas
--January 2005 --
W