HomeMy WebLinkAboutRes 16-44 Approving Estates of Quail Hollow Phase 1 and Phase 2A Final Plat TOWN OF WESTLAKE
RESOLUTION 16-44
A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE,
TEXAS, APPROVING THE FINAL PLATS FOR PHASE 1 AND PHASE 2A OF THE
QUAIL HOLLOW SUBDIVISION SHOWING 52 RESIDENTIAL LOTS OF ONE-ACRE
OR MORE IN SIZE. THE PROPERTY IS A PORTION OF APPROXIMATELY 188.28
ACRES LOCATED AT THE SOUTHEAST CORNER OF THE FM 1938/DOVE ROAD
INTERSECTION.
WHEREAS, the Town Council approved The Estates of Quail Hollow Preliminary Plat
at the March 28, 2016 regular Council meeting; and
WHEREAS, the Town Council finds that the Final Plats for Phase 1 and Phase 2A
conform generally with the Preliminary Plat; and
WHEREAS, the development conforms with the goals and policies of the Town
Comprehensive Plan and the Thoroughfare Plan incorporated therein; and
WHEREAS, the Town Council finds that the passage of this Resolution is in the best
interests of the citizens of Westlake.
NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN
OF WESTLAKE,TEXAS:
SECTION 1: That, all matters stated in the Recitals above are found to be true and
correct and are incorporated herein by reference as if copied in their entirety.
SECTION 2: That the Town Council of the Town of Westlake, Texas, after considering
the recommendation for approval from the Planning and Zoning Commission on December 6,
2016, does hereby approve the Final Plats for Phase 1 and Phase 2A of the Estates of Quail
Hollow subdivision, attached as Exhibit "A".
SECTION 3: If any portion of this Resolution shall, for any reason, be declared invalid
by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions
hereof and the Council hereby determines that it would have adopted this Resolution without the
invalid provision.
Resolution 16-44
Page 1 of 3
SECTION 4: That this resolution shall become effective from and after its date of
passage.
PASSED AND APPROVED ON THIS 12TH DAY OF DECEMBER, 2016.
C
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ATTEST: Laura'L. Wheat, Mayor
KeO-Edw4ls, Town Secretary Thomas E. Brymer, o n Manager
APPROVED AS TO FORM: of !NEST
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l�l�/1Z?1i4ryjrr ''� �" -97
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ofL.�anton Lo , Town Attorney
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Resolution 16-44
Page 2 of 3
EXHIBITS
EXHIBIT A The Estates of Quail Hollow Phase 1 and 2A Final Plats
Resolution 16-44
Page 3 of 3
LOT 16
1.600 ACRES
648$5()((7
5/8" REBAR "C&B"
5/8" REBAR "C&B"
MNS
MNS
5/8" REBAR
MNS
CRS
CRS
CRS
CRS
MNS
MNS
CRS
N: 7041278.98'
E: 2373123.70'
CRS
CRS
BLOCK EGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.LOT 1LOT 2LOT 14LOT 13LOT 12LOT 1
LOT 1
LOT 3
LO
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1BLOCK BGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.BROKEN BEND
DRIVE
BLOCK CGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.BLOCK G
GLENWYCK FARMS
CABINET A, SLIDES 5814 & 5815
P.R.T.C.T.
COMMON AREA/OPEN SPACE
TO BE CONVEYED TO H.O.A
HIDDEN
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GRANADA WESTLAKE INVESTMENTS, LLC
INST.# D215038613
O.P.R.T.C.T.
THE UNDERGROUND
SANITARY SEWER LINE
EASEMENT AGREEMENT
VOL. 14713, PG. 310
D.R.T.C.T.
PARCEL 64, PART 2
INST.# D211043543
O.P.R.T.C.T.
PARCEL 264, PART 4
INST.# D211043543
O.P.R.T.C.T.
648$5()((7
W. DOVE ROADTract 4The Town of Westlake, TexasVolume 17035, Page 159D.R.T.C.T.TOWN OF WESTLAKEVOLUME 14944, PAGE 363D.R.T.C.T.APPROXIMATE SURVEY LINE LOCATION
Leroy Boggess SurveyAbstract No. 196Memucan Hunt SurveyAbstract No. 756Heirs of Charles M. Throop
Survey, Abstract No. 1510
LOT 1,
B
L
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INST.#
D210231153
O.P.
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LOT 5X
2.262 ACRES
98,539648$5()((7
LOT 4
1.996 ACRES
648$5()((7
58.60'
L=46.52'
C24
59.37'6
(347.12'94.51'L =5 1 .3 8 '50.65'1
:302.62'177.43'
LOT 6
1.193 ACRES
648$5()((7
LOT 7
1.315 ACRES
648$5()((7
LOT 8
1.350 ACRES
648$5()((7
LOT 9
1.628 ACRES
648$5()((7
LOT 10
1.983 ACRES
648$5()((7
LOT 11
1.747 ACRES
648$5()((7
LOT 13
1.799 ACRES
648$5()((7
LOT 14X
0.249 ACRES
648$5()((7 LOT 15
1.504 ACRES
648$5()((7 LOT 17
1.900 ACRES
648$5()((7
1
:
1
0
5
.
0
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:
1
9
0
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2
4
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:
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345.81'L =70.71'6
:
13.99'203.60
'L=86.54
'
30.06'
62
.
2
2
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1
4
1.6
4'6
(379.51'L=187.77'65.07
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1
(
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227.19'L=31.17'
L=25.62'
70.56'
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(184.04'C1
81
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2
6
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3
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6
:
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100.54'L=46.51'
1
(
100.54'
L=315.24', R=200.00'
'
19.91'
L =8 0 .4 5'64.66'
241.24'
42.17'6
(248.77
'
C15 102.57'
166.10'
LOT 1
1.319 ACRES
648$5()((7
LOT 2
1.342 ACRES
648$5()((7
LOT 3
1.140 ACRES
648$5()((7 LOT 4
1.171 ACRES
648$5()((7
LOT 5
1.201 ACRES
648$5()((7
LOT 6
1.125 ACRES
648$5()((7
LOT 7
1.141 ACRES
648$5()((7
LOT 11
1.136 ACRES
648$5()((7
LOT 12
1.080 ACRES
648$5()((7
LOT 13
1.218 ACRES
648$5()((7
1
(
197.5
5'
L=36.15'208.48
'
1
:
15.32'
224.80'6
(
2
8
9
.
7
7
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:101.67'6
:
198.15'198.57'L=172.42'6
:310.03'119
.
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3
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L=84.36'
L32L=56.84'L=121.29'43.80'6
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8
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1
5
4
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3
8
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0.204 ACRES
648$5()((7
LOT 2
1.758 ACRES
648$5()((7
LOT 3
1.662 ACRES
648$5()((7
6
(
33.29'C136
(
18.26'34.96
'
L =228.74'1
:
25.00'
L =185.58'1
:
29.63'C1
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6
(
9.19'
6
:
229.29'
L3464.37
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L=88.60'70.72'1
(
297.64'
6
:
257.5
0'
LOT 5X
0.250 ACRES
648$5()((7
LOT 6
2.283 ACRES
648$5()((7
LOT 7
2.219 ACRES
648$5()((7
LOT 9
2.159 ACRES
648$5()((7
LOT 8
1.834 ACRES
648$5()((7 145.90'1
(207.72'L=48.79'
55.84'153.71'L=78.53'
L35C231
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2
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3
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L=45.36'43.00'6
:
96.69'1
:
274.69'L=220.56'1
:
169.44'
6
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412.86'79.64'L=95.95'L=72.02'L31
L30
73.38'
L=5.10', R=50.00'
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1
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L=218.92'6
(
412.86'162.73'C27
LOT 8
1.248 ACRES
648$5()((7
LOT 9
1.078 ACRES
648$5()((7
LOT 10
1.125 ACRES
648$5()((7
LOT 11
1.067 ACRES
648$5()((7
LOT 12
1.283 ACRES
648$5()((7
LOT 13
1.136 ACRES
648$5()((7
LOT 14
1.152 ACRES
648$5()((7
LOT 15X
0.203 ACRES
648$5()((7
C38
6
:224.25'73.03'L
=
1
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7.62'
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7
1
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:212.41'6
:
15.01'149.21'L=40.42'6
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L=76.53'126.93'6
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323.96'
L=31.98'142.90'L29
66.92'
L=5.10'
6
:
169.50'6
:187.97'L28L=149.39'L42
L=41.04'
151.12'89.88'
DRAINAGE EASEMENT
DRAINAGE EASEMENT
15' W.S.E.G.D.
BY THIS PLAT
15' UE
SEE DETAIL "C"
20' UTILITY EASEMENT
15' W.S.E.G.D.15' W.S.E.G.D.APPROXIMATE SURVEYLINE LOCATION20' DRAINAGE EASEMENT
SEE DETAIL "B"
DRAINAGE EASEMENT
THE UNDERGROUND
SANITARY SEWER LINE
EASEMENT AGREEMENT
VOL. 14713, PG. 310
D.R.T.C.T.
HATCHED AREA
TO BE ABANDONED
BY THIS PLAT
LOT 10X
0.408 ACRES
648$5()((7 1
:314.04'20' WATER EASEMENT
BY THIS PLAT
SCENIC CIRCL
E
LOT 1X, BLOC
K
8
GLADE COURTLOT 1X, BLOCK 8CYRPESS WAYPLACID OAKS LANELOT 1X, BLOCK 8OA
K
G
L
E
N
L
A
N
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LO
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1
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,
B
L
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C
K
8
MEANDERING
WAY DRIVE35.00'70.00'35.00'35.00
'
35.00'35.00'R=54.50'R=54.50'R=54.
5
0'
C5
L=818.51', R=4905.00'
'
1
(a
L=624.15', R=4905.00'
'
1
:a
L36
L37
C226
(196.71'C211
:91.56
'
L27 1
(190.91'C351
(204.42'C30C29C281
:242.37'C261
(
249.49'1
:110.55
'
1
(
272.67'
C16 1
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70.56'
C17 6
(
64.66'L261
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2
2
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6
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165.04'
1
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9
5
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L=472.86', R=300.00'
'
RIGHT-OF-WAY DEDICATION
119,649 S.F.
BY THIS PLAT
(HATCHED AREA)
RIGHT-OF-WAY DEDICATION
119,649 S.F.
BY THIS PLAT
15' TRI-COUNTY ELECTRIC
& WALL MAINTENANCE EASEMENT
15' TRI-COUNTY ELECTRIC
& WALL MAINTENANCE
EASEMENT
SEE DETAIL "C"
DRAINAGE EASEMENT
THE UNDERGROUND
SANITARY SEWER LINE
EASEMENT AGREEMENT
VOL. 14713, PG. 310
D.R.T.C.T.
THE UNDERGROUND
SANITARY SEWER LINE
EASEMENT AGREEMENT
VOL. 14713, PG. 310, D.R.T.C.T.
HATCHED AREA
TO BE ABANDONED
BY THIS PLAT
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 4
BLOCK 6
BLOCK 5
BLOCK 7
BLOCK 7
DRAINAGE
EASEMENT
55.44'79.66'103.83'70.08'193.
3
1'1
:
1
:108.22'6
:
90.36'
6
(
58.05'76.61'1
:
89.20'
1
:
50.13'
1
(
1
(
51.34'
1
(
65.54'1
(
122.07'
6
(
LOT 4
1.422 ACRES
648$5()((7 6
:70.00'6
:267.85'6
(
13.46'
L=80.90', R=54.50'
'
6
(a
1
(363.93'1
:
106.47'
10' UE
10' UE
MINIMUM
FINISHED FLOOR
ELEV. 626.7'
MINIMUM
FINISHED FLOOR
ELEV. 626.7'
MINIMUM
FINISHED FLOOR
ELEV. 626.7'
MINIMUM
FINISHED FLOOR
ELEV. 626.7'
MINIMUM
FINISHED FLOOR
ELEV. 626.7'
MINIMUM
FINISHED FLOOR
ELEV. 626.7'
MINIMUM
FINISHED FLOOR
ELEV. 626.7'
MINIMUM
FINISHED FLOOR
ELEV. 626.7'
DOVE ROAD
PARCEL 264, PART 3
INST.# D211043543
O.P.R.T.C.T.
ELECTRIC EASEMENT
TO BE ABANDONED BY THIS PLAT
APPROXIMATE LOCATION
(NO RECORDED INFORMATION FOUND)
x
THE UNDERGROUND
SANITARY SEWER LINE
EASEMENT AGREEMENT
VOL. 14713, PG. 310
D.R.T.C.T.LOT 1X
,
BLOCK
8
10' WIDE UNDERGROUND
ELECTRIC EASEMENT
TO TRI-COUNTY ELECTRIC
INST.# D210231153
O.P.R.T.C.T.
PRIVATE OPEN SPACE
DRAINAGE EASEMENT
INST.# D210231153
O.P.R.T.C.T.20' B
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L
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INST.
#
D210231153
O.P.
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C.
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#
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21
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23
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O.P.
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T.
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L14
POLYGON ENTERPRISES, INC.
VOLUME 9339, PAGE 1071
D.R.T.C.T.
POLYGON ENTERPRISES, INC.
VOLUME 9339, PAGE 1071
D.R.T.C.T.TRACT 3THE TOWN OF WESTLAKE, TEXASVOLUME 17035, PAGE 159D.R.T.C.T.CRS
1
(
104.65'
LOT 12
1.910 ACRES
83,185648$5()((7
1
:
1
7
8
.
8
2
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:
8
7
.
7
0
'6
(
6
(
17
1
.
6
4
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6
(
93.33'
6
:
269.11'1
(
6
:
C42 C4315' W.S.E.G.D.
BY THIS PLAT
15' W.S.E.G.D.
BY THIS PLAT
15' W.S.E.G.D.
BY THIS PLAT
15' W.S.E.G.D.
BY THIS PLAT
15' W.S.E.G.D.
BY THIS PLAT
15'
U
E
15'
U
E
6.49'
6.82'
15' W.S.E.G.D.
BY THIS PLAT
PLACIDOAKS CT.LOT 1X,BLOCK 85' WALL MAINTENANCE
EASEMENT
5' WALL MAINTENANCE
EASEMENT
5' WALLMAINTENANCEEASEMENT6
:
L=30.01'
30' DRAINAGE EASEMENT
SEE DETAIL "A"
DRAINAGE EASEMENT
DRAINAGE EASEMENT
1
:
8
1
.
2
3
'1
(94.67'30.22'
RESTRICTED
GRADING
EASEMENT 57.48'RESTRICTED
GRADING
EASEMENT
15' UE6
:
20'
25'
45'
SEE DETAIL "D"
DRAINAGE EASEMENTL=295.72'SEE DETAIL "A"
DRAINAGE EASEMENT
SEUNG H KIM AND LUCY P KIM
INST.# D215285832, O.P.R.T.C.T.
BAIJU AND SHUSHAN JACOB
INST.# D212193836, O.P.R.T.C.T.
NEIL AND GARIMA ZUCKER
INST.# D212106437, O.P.R.T.C.T.
PAUL R. BEAUCHAMP III
AND KERIN BEAUCHAMP
INST.# D213169891, O.P.R.T.C.T.
MICHAEL K. MAULER AND
STEFANIE A. MAULER, TRUSTEES
OF THE MICHAEL AND STEFANIE
MAULER REVOCABLE TRUST
INST.# D216183707, O.P.R.T.C.T.
RICHARD AND LEAH RENNHACK
VOL. 16840, PG. 269, D.R.T.C.T.
6
(
6
:
50.03'
DETAIL DL20L19L18L17
LOT 13, BLOCK 4
DRAINAGE EASEMENT
BY THIS PLAT
C4
1 C4
0
THE UNDERGROUND SANITARY SEWER LINE
EASEMENT AGREEMENT
VOL.14713, PG. 310
D.R.T.C.T.
HATCHED AREA
TO BE ABANDONED
BY THIS PLAT
LOT 12, BLOCK 4
20' U.E.
BY THIS PLAT
DRAINAGE EASEMENT
BY THIS PLAT
L=15.20'1
:
6
:
15.09'DRAINAGE EASEMENT BY THIS PLATLOT 11, BLOCK 4
1
:
6
(
6
(
3
0
.
1
5
'1
:
6
(
L=20.29', R=69.50'
'
6
:a
15.00'20.00'1
(
6
(
1
:
1
:
6
:
1
:
25.84'
L47 C44L43
L44C45C46L46C47LOT 17
LOT 3
LOT 2
LOT 1X
L451
:
6
(
6
:
1
(
58.60'
6
(
66.73'
LOT 4
DRAINAGE
EASEMENT
20.0'
25.0'
45.0'
MNS
DRAINAGE
EASEMENT
31.47'33.72'CRS
L
4
8
L49
L
5
0
L51
L
5
2
L53
L54
L55
L
5
6L=35.61'L=111.01'20.00'LOT 196
LOT 10X
40' BUILDING LINE40' SIDE SETBACK (ADJACENT TO ROW)20' SIDE SETBACK20' SIDE SETBACK35' REAR SETBACK
40' BUILDING LINE
35' REAR SETBACK
STREETSTREETLOT LOT
+1)-B /E
200'100'
Scale: 1" = 100'
0
LEGEND OF ABBREVIATIONS
United States Survey Feet
Texas Coordinate System of 1983, North Central Zone
North American Vertical Datum of 1988
Plat Records of Tarrant County, Texas
Official Public Records of Tarrant County, Texas
Deed Records of Tarrant County, Texas
Volume/Page/Instrument Number
Point of Beginning/Point of Commencing
Easement/Building Line
Water, Sewer, Electric, Gas and Duct Bank Easement
US.SyFt.
TxCS,'83,NCZ
NAVD'88
P.R.T.C.T.
O.P.R.T.C.T.
D.R.T.C.T.
VOL/PG/INST#
POB/POC
ESMT/BL
W.S.E.G.D.
MONUMENTS / DATUMS / BEARING BASIS
1/2" rebar stamped "JPH Land Surveying" set
Mag nail & washer stamped "JPH Land Surveying" set
Monuments are found if not marked MNS or CRS.
Site benchmark (see vicinity map for general location)
Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ
Elevations, if shown, are NAVD'88
Bearings are based on grid north (TxCS,'83,NCZ)
CRS
MNS
TBM
JPH Job No.
2016.200.001 Quail Hollow, Westlake - Phase I FINAL PLAT.dwg
2016 JPH Land Surveying, Inc. - All Rights Reserved
807 Bluebonnet Drive, Suite C Keller, Texas 76248
Telephone (817) 431-4971 www.jphlandsurveying.com
TBPLS Firm #10019500 #10194073 #10193867
DFW | Austin | Abilene
Drafter: PL
Drafter/Revision: JHB 11/18/2016
Drafter/Revision:
Drafter/Revision:
Drafter/Revision:
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Drafter/Revision:
VICINITY MAP
SCALE: 1" = 2000'
SITE
P.O.B.
FINAL PLAT
OF
THE ESTATES OF QUAIL HOLLOW
PHASE I
BEING
64.203 ACRES
SITUATED IN
Leroy Boggess Survey, Abstract No. 196
Memucan Hunt Survey, Abstract No. 756
Heirs of Charles M. Throop Survey, Abstract No. 1510
TOWN OF WESTLAKE
TARRANT COUNTY, TEXAS
SHEET 1 OF 2
THIS PLAT FILED AS DOCUMENT NO.__________________DATE___________
PREPARED ON: OCTOBER 12, 2016
DETAIL "B"
NOT TO SCALE
DETAIL "C"
NOT TO SCALE
FLOOD ZONE CLASSIFICATION
This property lies within ZONE(S) X of the Flood
Insurance Rate Map for Tarrant County, Texas and
Incorporated Areas, map no. 48439C0085K, dated
2009/09/25, via scaled map location and graphic plotting
and/or the National Flood Hazard Layer (NFHL) Web Map
Service (WMS) at http://hazards.fema.gov.
TBM TBM
DETAIL "A"
NOT TO SCALE
DETAIL "D"
NOT TO SCALE
TYPICAL LOT SETBACK
DETAIL
THE
E
S
T
A
T
E
S
O
F
Q
U
A
I
L
H
O
L
L
O
W
PHA
S
E
I
I
A
(PRO
P
O
S
E
D
D
E
V
E
L
O
P
M
E
N
T)
Resolution 16-44
Curve Data Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
Arc
34.13'
87.43'
82.93'
14.22'
29.57'
95.32'
105.10'
48.35'
137.56'
236.45'
258.95'
66.28'
74.39'
64.39'
112.78'
54.09'
72.04'
72.75'
111.98'
43.20'
122.68'
127.18'
102.11'
57.34'
195.19'
31.28'
108.62'
33.72'
30.77'
101.71'
216.56'
78.98'
78.23'
36.20'
67.02'
72.09'
78.69'
68.26'
29.07'
72.75'
15.20'
56.89'
105.47'
113.30'
74.82'
149.27'
Radius
60.00'
232.50'
367.50'
1782.50'
1153.14'
1165.14'
229.60'
77.50'
750.00'
500.00'
150.00'
79.50'
54.50'
79.50'
54.50'
350.00'
150.00'
54.50'
54.50'
350.00'
250.00'
54.50'
54.50'
54.50'
150.00'
167.50'
150.00'
150.00'
150.00'
250.00'
200.00'
350.00'
250.00'
150.00'
54.50'
54.50'
54.50'
54.50'
69.50'
54.50'
54.50'
54.50'
54.50'
132.50'
87.50'
99.50'
Delta
Chord Bearing
1
:
6
:
1
:
1
(
6
(
6
(
1
:
1
:
1
:
1
:
1
(
1
:
6
(
1
(
1
(
1
(
1
(
1
:
6
(
1
:
1
:
1
:
6
(
6
:
1
(
1
(
1
(
1
(
1
(
6
(
6
(
6
(
1
(
1
(
6
:
6
(
6
:
6
(
6
(
1
:
1
(
6
:
6
(
6
(
1
:
1
:
Chord
33.67'
86.91'
82.75'
14.22'
29.57'
95.29'
104.19'
47.57'
137.37'
234.25'
227.97'
64.38'
68.75'
62.64'
93.71'
54.04'
71.35'
67.47'
93.30'
43.17'
121.46'
100.22'
87.82'
54.73'
181.71'
31.23'
106.26'
33.65'
30.71'
101.01'
206.14'
78.81'
77.91'
36.11'
62.87'
66.95'
72.03'
63.89'
28.85'
67.47'
15.15'
54.35'
89.76'
109.88'
72.56'
135.66'
Line Data Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L17
L18
L19
L20
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
Distance
82.18'
106.12'
35.00'
44.98'
39.94'
51.21'
97.00'
124.24'
117.45'
70.00'
117.44'
55.84'
12.00'
103.53'
100.77'
21.12'
16.00'
19.33'
18.04'
37.00'
10.00'
10.72'
12.80'
15.37'
5.92'
13.35'
15.17'
14.33'
17.16'
8.69'
21.48'
16.43'
14.26'
9.50'
185.79'
18.26'
18.26'
34.96'
45.00'
25.37'
2.36'
118.86'
36.31'
55.19'
38.90'
124.81'
7.32'
9.47'
12.05'
104.06'
Bearing
1
:
6
(
6
:
1
:
1
:
1
:
6
:
6
:
6
(
1
(
1
:
6
(
6
:
1
(
1
(
1
(
6
(
6
:
6
:
6
:
1
:
1
(
1
:
6
:
6
:
1
:
1
(
1
:
1
:
1
(
1
:
6
:
6
(
6
:
1
:
6
(
6
(
6
(
1
:
1
:
1
:
6
(
6
(
1
:
6
(
1
:
1
:
6
(
6
:
6
(+1)-B /E
JPH Job No.
2016.200.001 Quail Hollow, Westlake - Phase I FINAL PLAT.dwg
2016 JPH Land Surveying, Inc. - All Rights Reserved
807 Bluebonnet Drive, Suite C Keller, Texas 76248
Telephone (817) 431-4971 www.jphlandsurveying.com
TBPLS Firm #10019500 #10194073 #10193867
DFW | Austin | Abilene
APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS
ON THIS THE_____DAY OF _________________, 2016.
ATTEST:
______________________ _______________________
MAYOR TOWN SECRETARY
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT,____________________ does hereby adopt this plat,
designating the herein above described property as
________________________________________________________,
an 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
being hereby reserved for mutual use and accommodation of all
public utilities specifically approved by the Town of Westlake. Any
public utility specifically approved by the Town of Westlake to use a
particular easement shall have the right to remove and keep removed
all or part of any buildings, fences, 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 public utility shall at all times have
the 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 Westalake, 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 manholes, cleanouts, fire hydrants, water services and
wastewater services from the main to the curb or pavement line.
Descriptions of these additional easements herein granted shall be
determined by their locations as installed.
This plat approved subject to all platting ordinances, rules,
regulations, and resolutions of the Town of Westlake, Tarrant
County, Texas.
WITNESS, my hand, this the_________ day of _______________,
2016.
________________________
Signature
STATE OF TEXAS
&2817<2)BBBBBBBBBB
BEFORE ME, the undersigned notary public, State of Texas, on this
day personally appeared ___________________, known to be the
person whose name is subscribed to the foregoing instrument and
who acknowledged to me that he executed the same for the purposes
and considerations expressed therein.
Given under my hand and seal of office this ____ day of
________________________, 2016.
_________________________________
Notary Public, State of Texas
REVIEWED BY:
_______________________________
TOWN ATTORNEY
_______________________________
TOWN ENGINEER
Surveyor's Certification
I, Eric Zollinger, a Registered Professional Land Surveyor in the State of Texas, hereby
state, to the best of my knowledge and belief, this plat hereby represents an on-the-ground
survey performed by me and all the property corners are marked as indicated.
PRELIMINARY: THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY
PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A
FINAL SURVEY DOCUMENT.
~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON AUGUST 04, 2016.
~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON OCTOBER 12, 2016.
Eric Zollinger
Registered Professional
Land Surveyor No. 6357
Email: eric@jphls.com
STATE OF TEXAS
&2817<2)BBBBBBBBBB
WHEREAS, Polygon Enterprises, Inc. according to the deeds recorded in
Volume 9339, Page 1071, and Volume 14573, Page 300, of the Deed
Records of Tarrant County, Texas, and Roland Stene Arthur according to
the deed recorded in Volume 10152, Page 1991, of the Deed Records of
Tarrant County, Texas, are the owners of that certain tract situated in the
Leroy Boggess Survey, Abstract No. 196, the Memucan Hunt Survey,
Abstract No. 756, and the Heirs of Charles M. Throop Survey, Abstract
No. 1510, Town of Westlake, Tarrant County, Texas; the herein
described tract being a portion of said tracts to Polygon Enterprises, Inc.,
and a portion of said tract to Roland Stene Arthur; the subject tract being
more particularly described as follows:
Beginning at a 1/2 inch capped rebar stamped "JPH Land Surveying"
set at the northeast corner of the tract described in the deed
to Polygon Enterprises, Inc. recorded in Volume 9339, Page
1071, of the Deed Records of Tarrant County, Texas;
THENCE SOUTH 00 degrees 23 minutes 47 seconds WEST, with the
east line of the Polygon Enterprises, Inc. tract, a distance of
1,425.52 feet to a Mag nail with a metal washer stamped
"JPH Land Surveying" set;
THENCE through the interior of the tracts described in the deeds to
Polygon Enterprises, Inc. recorded in Volume 9339, Page
1071, and Volume 14573, Page 300, of the Deed Records of
Tarrant County, Texas, and Roland Stene Arthur recorded
in Volume 10152, Page 1991, of the Deed Records of
Tarrant County, Texas, the following calls:
1. NORTH 89 degrees 39 minutes 37 seconds WEST, a
distance of 295.73 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a non-tangent curve concave to the southwest
(curve to the left) having a radius of 60.00 feet;
2. NORTHWESTERLY with the arc of said
non-tangent curve, an arc length of 34.13 feet (a
chord bearing of NORTH 29 degrees 43 minutes 31
seconds WEST, a chord distance of 33.67 feet, a delta
angle of 32 degrees 35 minutes 38 seconds) to a 1/2
inch capped rebar stamped "JPH Land Surveying" set
at the end of said non-tangent curve;
3. NORTH 46 degrees 01 minutes 20 seconds WEST, a
distance of 82.18 feet to a Mag nail with a metal
washer stamped "JPH Land Surveying" set;
4. SOUTH 59 degrees 49 minutes 32 seconds WEST, a
distance of 289.46 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
5. SOUTH 12 degrees 00 minutes 22 seconds EAST, a
distance of 106.12 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
6. SOUTH 02 degrees 13 minutes 57 seconds EAST, a
distance of 349.05 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
7. SOUTH 01 degree 48 minutes 51 seconds WEST, a
distance of 35.00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
8. NORTH 87 degrees 13 minutes 56 seconds WEST, a
distance of 165.62 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a tangent curve concave to the south (curve to the
left) having a radius of 232.50 feet;
9. WESTERLY with the arc of said tangent curve, an
arc length of 87.43 feet (a chord bearing of SOUTH
81 degrees 59 minutes 43 seconds WEST, a chord
distance of 86.91 feet, a delta angle of 21 degrees 32
minutes 43 seconds) to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
10. NORTH 18 degrees 46 minutes 39 seconds WEST, a
distance of 44.98 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
11. NORTH 15 degrees 09 minutes 41 seconds WEST, a
distance of 39.94 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a tangent curve concave to the east (curve to the
right) having a radius of 367.50 feet;
12. NORTHERLY with the arc of said tangent curve, an
arc length of 82.93 feet (a chord bearing of NORTH
08 degrees 41 minutes 49 seconds WEST, a chord
distance of 82.75 feet, a delta angle of 12 degrees 55
minutes 45 seconds) to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the point of
tangency of said curve;
13. NORTH 02 degrees 13 minutes 57 seconds WEST, a
distance of 51.21 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
14. SOUTH 85 degrees 31 minutes 36 seconds WEST, a
distance of 241.18 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
15. SOUTH 20 degrees 12 minutes 24 seconds WEST, a
distance of 97.00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
16. SOUTH 52 degrees 05 minutes 59 seconds WEST, a
distance of 199.66 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
17. SOUTH 74 degrees 43 minutes 50 seconds WEST, a
distance of 124.24 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
18. SOUTH 89 degrees 40 minutes 25 seconds WEST, a
distance of 241.00 feet to a Mag nail with a metal
washer stamped "JPH Land Surveying" set on the
curved west right of way of Davis Boulevard, said
curve being concave to the east (curve to the right)
having a radius of 4,905.00 feet;
THENCE with the east right of way of Davis Boulevard, as described
in the deeds to the Town of Westlake in Volume 17035,
Page 159 and Volume 1499, Page 363 of the Deed Records
of Tarrant County, Texas and the judgement to Tarrant
County recorded under Instrument Number D211043543
of the Official Public Records of Tarrant County, Texas,
the following calls:
1. NORTHERLY with the arc of the said curve, an arc
length of 624.15 feet (a chord bearing of NORTH 01
degree 37 minutes 48 seconds WEST, a chord
distance of 623.73 feet, a delta angle of 07 degrees 17
minutes 27 seconds) to a Mag nail with a metal
ZDVKHUVWDPSHG-3+/DQG6XUYH\LQJ´VHW
2. SOUTH 87 degrees 35 minutes 02 seconds EAST, a
distance of 117.45 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
3. NORTH 02 degrees 24 minutes 58 seconds EAST, a
distance of 70.00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
4. NORTH 87 degrees 35 minutes 02 seconds WEST, a
distance of 117.44 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set on the curved
west right of way of Davis Boulevard, having a radius
of 4,905.00 feet;
5. NORTHERLY with the arc of said curve, an arc
length of 818.51 feet (a chord bearing of NORTH 07
degrees 36 minutes 49 seconds EAST, a chord
distance of 817.56 feet, a delta angle of 09 degrees 33
minutes 40 seconds) to a 5/8 inch rebar found at the
point of tangency said curve;
6. NORTH 12 degrees 23 minutes 34 seconds EAST,
passing at a distance of 193.07 feet a found 5/8 inch
capped rebar stamped ³&DUWHU & %XUJHVV´ and
continuing on said course, a total distance of 492.05
feet to a 1/2 inch capped rebar stamped "JPH Land
Surveying" set at the beginning of a non-tangent
curve concave to the northwest (curve to the left)
having a radius of 1,782.50 feet;
7. NORTHERLY with the arc of the said non-tangent
curve, an arc length of 14.22 feet (a chord bearing of
NORTH 12 degrees 09 minutes 51 seconds EAST, a
chord distance of 14.22 feet) to a Mag nail with a
metal washer stamped "JPH Land Surveying" set at
the end of said curve in the south line of Dove Road;
THENCE with the south line of Dove Road, as described in the
judgement recorded under Instrument Number
D211043543 of the Official Public Records of Tarrant
County, Texas, the following calls:
1. SOUTH 80 degrees 43 minutes 33 seconds EAST, a
distance of 55.84 feet to the beginning of a
non-tangent curve concave to the north (curve to the
left) having a radius of 1,153.14 feet;
2. EASTERLY with the arc of the said non-tangent
curve, an arc length of 29.57 feet (a chord bearing of
SOUTH 81 degrees 27 minutes 38 seconds EAST, a
chord distance of 29.57 feet, a delta angle of 01
degrees 28 minutes 10 seconds) to a 1/2 inch capped
rebar stamped "JPH Land Surveying" set at the end
of the curve;
3. SOUTH 07 degrees 48 minutes 17 seconds WEST, a
distance of 12.00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a non-tangent curve concave to the north (curve to
left) having a radius of 1,165.14 feet;
4. EASTERLY with the arc of the said non-tangent
curve, an arc length of 95.32 feet (a chord bearing of
SOUTH 84 degrees 32 minutes 20 seconds EAST, a
chord distance of 95.29 feet, a delta angle of 04
degrees 41 minutes 14 seconds) to a 1/2 inch capped
rebar stamped "JPH Land Surveying" set at the end
of said curve;
5. NORTH 88 degrees 11 minutes 47 seconds EAST, a
distance of 103.53 feet (monument could not be set);
6. NORTH 89 degrees 58 minutes 31 seconds WEST, a
distance of 100.00 feet (monument could not be set);
7. NORTH 82 degrees 56 minutes 01 second EAST, a
distance of 100.77 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
8. NORTH 87 degrees 18 minutes 53 seconds EAST, a
distance of 591.26 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set in Dove Road;
THENCE in Dove Road, west and then east, the following calls:
1. SOUTH 89 degrees 47 minutes 45 seconds WEST, a
distance of 924.49 feet to a Mag nail with a metal
washer stamped "JPH Land Surveying" set at the
beginning of a non-tangent curve concave to the
northeast (curve to the right) having a radius of
229.60 feet;
2. NORTHWESTERLY with the arc of the said curve,
an arc length of 105.10 feet (a chord bearing of
NORTH 76 degrees 30 minutes 49 seconds WEST, a
chord distance of 104.19 feet, a delta angle of 26
degrees 13 minutes 43 seconds) to a Mag nail with a
metal washer stamped "JPH Land Surveying" set at
the end of said curve on the north line of the tract
described in the deed to Polygon Enterprises, Inc.
recorded in Volume 9339, Page 1071 of the Deed
Records of Tarrant County, Texas;
3. SOUTH 89 degrees 57 minutes 14 seconds EAST,
with the north line of the said Polygon Enterprises,
Inc. tract, a distance of 1,432.35 feet returning to the
Point of Beginning and enclosing 64.203 acres
(2,796,693 square feet more or less).
SURVEYOR'S NOTES:
1. This survey was performed with the benefit of a
commitment for title insurance provided by Alamo
Title Insurance, Commitment No. 6000181600323,
and GF Number atd-18-6000181600323-SL
effective March 31, 2016 and issued April 15, 2016.
Complete copies of the record description of the
property, any record easements benefiting the
property, the record easements or servitudes and
covenants affecting the property ("Record
Documents"), documents of record referred to in
the Record Documents, and any other documents
containing desired appropriate information
affecting the property being surveyed and to which
the survey shall make reference were not provided
to this surveyor for notation on the survey except
for those items listed within Schedule B of said
commitment. Therefore, easements, agreements, or
other documents, either recorded, or unrecorded
may exist that affect the subject property that are
not shown on this survey.
2. The site benchmark is a mag nail set in concrete
near the face of curb on the south end of median
approximately 1366 feet south of the intersection of
Davis Boulevard and Dove Road. The benchmark
has the following values X = 2,371,356.00'| Y
=7,039,974.15' (Texas Coordinate System of 1983,
Central Zone) | Z = 675.07' (NAVD'88).
3. The site benchmark is a mag nail set approximately
40 feet east of the centerline of Dove road, said
mag nail being approximately 225 north of the
intersection of Hidden Spring Court and Dove
Road. The benchmark has the following values X =
2,373,155.14'| Y =7,039,995.61' (Texas Coordinate
System of 1983, Central Zone) | Z = 615.54'
(NAVD'88).
4. The private road easement shall be open to
emergency services units, solid waste collection
agencies and utilities specifically approved by the
Town of Westlake. The surface maintenance shall
be responsibility of either the property owner or
homeowners association no buildings, fences, trees,
shrubs or other improvements or growths,
constructed, reconstructed or placed upon or across
the easement.
5. No easements will be allowed by separate
instrument without written approval from the Town
of Westlake.
6. Easements shown within the bounds of this plat
without recording information are hereby dedicated
by this plat.
7. "X-LOTS" are to be owned and maintained by the
Homeowners Association
8. Any proposed grading within a restricted grading
easement shown on this plat must designed and
sealed by a licensed civil engineer and approved by
an independent third-party civil engineering
consultant hired by the Quail Hollow Home
Owner's Association and/or Architectural Review
Board prior to FRQVWUXFWLRQ Any submitted design
shall include a statement that the proposed
improvements do not negatively impact the
integrity or performance of the existing dam. $Q\
improvements made within this easement without
prior authorization may be removed and the dam
restored to original or better condition at the
homeowner's sole expense.
FINAL PLAT
OF
THE ESTATES OF QUAIL HOLLOW
PHASE I
BEING
64.203 ACRES
SITUATED IN
Leroy Boggess Survey, Abstract No. 196
Memucan Hunt Survey, Abstract No. 756
Heirs of Charles M. Throop Survey, Abstract No. 1510
TOWN OF WESTLAKE
TARRANT COUNTY, TEXAS
SHEET 2 OF 2
THIS PLAT FILED AS DOCUMENT NO._______________________DATE_________
PREPARED ON: OCTOBER, 12 2016
APPROVED BY THE PLANNING & ZONING COMMISSION OF
WESTLAKE, TEXAS ON THIS THE_____DAY OF ____________, 2016.
ATTEST:
______________________ _______________________
CHAIRMAN TOWN SECRETARY
ENGINEER
DEOTTE, INC.
420 JOHNSON RD. SUITE 303
KELLER, TEXAS 76248
817.337.8899
WWW.DEOTTE.COM
Tri-County Electric Cooperative approves the location
and abandonment of the electric easements shown on
this plat
______________________________________________
Tri-County Electric Representative Date
DEVELOPER
ELLIOTT CAPITAL
935 W. DOVE
SOUTHLAKE, TX 76092
214.435.3570
OWNER
POLYGON ENTERPRISES
1755 DOVE RD.
WESTLAKE, TX 76262
CONTACT: ROLAND ARTHUR
817.917.6042
L17L25L26L9
L31
LOT 7
1.272 ACRES
648$5()((7
MNS
CRS
CRS
CRS
CRS
CRS
MNS
MNS
CRS
CRS BLOCK EGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.LOT 1
LOT 3
LO
T
1
LO
T
2
8
HIDDEN
SPRING
COURT
B
L
O
C
K
FGL
ENWY
CK
FA
RM
S
CA
B
IN
E
T
A
,
S
L
I
D
E
S
5
8
1
4
&
5
8
1
5
P
.
R
.
T
.
C
.
T
.
TRACT 2
THE SPECIAL WARRANTY DEED
VOL. 14573, PG. 300
D.R.T.C.T.
THE UNDERGROUND
SANITARY SEWER LINE
EASEMENT AGREEMENT
VOL. 14616, PG. 97
D.R.T.C.T.
UNDERGROUND
SANITARY SEWER LINE
EASEMENT AGREEMENT
VOL. 14713, PG. 310
D.R.T.C.T.
PARCEL 264, PART 2
INST.# D211043543
O.P.R.T.C.T.
PARCEL 264, PART 3
INST.# D211043543
O.P.R.T.C.T.
PARCEL 264, PART 5
INST.# D211043543
O.P.R.T.C.T.W. DOVE ROADAPPROXIMATE SURVEY LINE LOCATIONLeroy Boggess SurveyAbstract No. 196LOT 1, BLOCK A
ROLAND ARTHUR ESTATE
INST.# D210231153
O.P.R.T.C.T.
LOT 1
1.096 ACRES
648$5()((7
LOT 2
1.072 ACRES
648$5()((7
LOT 3
1.014 ACRES
648$5()((7
6
(
272.09'C39C381
:
250.97'L=111.21'64.36'1
(
19.77'L=35.14'128.60'1
(
19.54'
C36
6
:178.21'C37
1
:
250.97'
LOT 8
1.082 ACRES
648$5()((7
LOT 9
1.015 ACRES
648$5()((7
LOT 10
1.270 ACRES
648$5()((7
68.84'L =41.8 9 '134.58'
1
(
13.49'186.06'6
:
250.68'
1
(
271.63'L=156.75'17.86'
6
:
250.68'
1
(
271.63'127.43'8
2
.
1
8
'
LOT 6
1.048 ACRES
648$5()((7
L56
L
=
112.07'
6
:
169.40'
L=36.07'L=88.54 'L=252.64'L57
L=109.73'
L58
L59 L=144.80'6
(174.89'L=
8
6
.
1
7'
L54 L=70.38'L =1 3 1 .76 '1
:
2
3
0
.
5
0
'
6
(
2
2
9
.
1
5
'
LOT 22
1.328 ACRES
648$5()((7
LOT 24
1.113 ACRES
648$5()((7
LOT 25
1.069 ACRES
648$5()((7
L =8 6 .7 4 'L=261.15'134.53'1
:
2
4
2
.
1
4
'
L =7 2 .7 6 '6
(239.44'163.56'1
(244.11'75.34'L =4 2.4 8 '68.26'
1
:
190.40'
LOT 23
1.026 ACRES
648$5()((7 6
(239.44'142.16'1
:
2
4
2
.
1
4
'
L =125.35'L=13.00'
165.62'1
:
2
4
2
.
1
4
'
8.48'
L =9 3 .0 0 'LOT 5
1.253 ACRES
648$5()((7
MEADOW
VIEW
COURT
MEA
N
D
E
RI
N
G
WAY
D
RI
V
E CYPRESS WAYQUAIL HOLLOW DRIVE
BLOCK 7
BLOCK 3
BLOCK 4
BLOCK 6
35
.
0
'35.0'R54.5'
35.0'
RIGHT OF WAY
DEDICATION
BY THIS PLAT
17,162 SQUARE FEET
SHADED AREA 1
(1425.52'15' W.S.E.G.D.
BY THIS PLAT
15' W.S.E.G.D.
BY THIS PLAT
15' W.S.E.G.D.
BY THIS PLAT
APPROXIMATE LOCATION
OF ELECTRIC EASEMENT
TO BE ABANDONED BY THIS PLAT
(NO RECORDED DOCUMENT
FOUND)
LOT 1X
0.26 ACRES
(11,508648$5()((7
LOT 9X
0.233 ACRES
(10,168648$5()((7
LOT 4
1.234 ACRES
648$5()((7 L281
:
L27
LOT 3
1.177 ACRES
648$5()((7 206.48'106.75'B
F
E
6
0
6
'
B
F
E
6
1
0
'
B
F
E
6
1
1
'
B
F
E
6
2
9
'
PRIVATE OPEN SPACE
DRAINAGE EASEMENT
INST.# D210231153
O.P.R.T.C.T.
10' WIDE UNDERGROUND
ELECTRIC EASEMENT
TO TRI-COUNTY ELECTRIC
INST.# D210231153
O.P.R.T.C.T.
PRIVATE OPEN SPACE
DRAINAGE EASEMENT
INST.# D210231153
O.P.R.T.C.T.20' B
UI
L
DI
N
G
LI
N
E
INST.
#
D210231153
O.P.
R.
T.
C.
T.20' BUILDING LINEINST.# D210231153O.P.R.T.C.T.40' BU
I
L
D
I
N
G
L
I
N
E
INST.
#
D
2
1
0
2
3
1
1
5
3
O.P.R.
T
.
C.
T
.40' BUILDING LINEINST.# D210231153O.P.R.T.C.T.40' BL
INST
.#
D210231153O.P
.R
.T
.C
.T
.20' BUILDING LINEINST.# D210231153O.P.R.T.C.T.ZONE XZONE AEJosiah Walker SurveyAbstract No. 1604Heirs of Charles M. Throop
Survey, Abstract No. 1510
APPROXIMATE SURVEY LINE LOCATION
William H. Martin Survey,
Abstract No. 1068LOT1
X,
BL
OC
K 8
LOT1X, BLOCK 8
LOT1X, BLOCK 8 LOT1X, BLOCK 8POLYGON ENTERPRISES, INC.
VOLUME 9339, PAGE 1071
D.R.T.C.T.
POLYGON ENTERPRISES, INC.
VOL. 9339, PG. 1071
D.R.T.C.T.
CRS
TRACT 2THE TOWN OF WESTLAKE, TEXASVOL. 17035, PG. 159D.R.T.C.T.TRACT 3THE TOWN OF WESTLAKE, TEXASVOL. 17035, PG. 159 D.R.T.C.T.15' TRI-COUNTY ELECTRIC
& WALL MAINTENANCE
EASEMENTTRACT 2POLYGON ENTERPRISES, INC.VOL. 14573, PG. 300D.R.T.C.T.6
:214.46'L55
L=123.33'L=195.78'L54
L53
L=48.20'36.69'LOT 2
1.170 ACRES
(50,986648$5()((7
L40 C24 L41 L42C25L43C26C23
C22
C19
L37C19L36L35C18
L34
C10
C11
L30
C1
2
C
1
3
L32C14L33
C15
C16
C17
L3
9
C20
L38
CENTER LINE C211
:
6
:
6
:
6
(
6
:
C1L4 L3L2L1
6
(
C9
L
2
9
1
(
6
(
C8
C7L241
(
L231
(
L22
1
(
L=288.70', R=4905.00'
'
6
(a
1
:
L
2
1
L20
L19L18
L16L15
L14
C6
L13
L12
C5 C4 L11
L10
L8
L7
L6C3L5
C2 1
:
6
:
1
:
OLD
L
O
T
LI
N
E172.50'176.55'34.32'6
:
6
(
27.65'
C40
1
:
6
:
78.54'
6
:
28.85'6
:187.43'6
:
14.72'
L =7 9 .4 9 'L=14.95'
L =75.44'70.04'707.51'L=20.15'
ROLAND ARTHUR
INST.# D210135810
O.P.R.T.C.T.
CRS
3.74'
5' WALL MAINTENANCE
EASEMENT
5' WALL MAINTENANCE
EASEMENT
15' W.S.E.G.D.
BY THIS PLAT
50.03'64.38'LOT 1R
RICHARD AND LEAH RENNHACK
VOL. 16840, PG. 269, D.R.T.C.T.
RYAN AND MELISSAH MOORE
INST.# D211231475, O.P.R.T.C.T.
OWNER:TOWN OF WESTLAKE
CRS
N: 7041278.98
E: 2373123.70
L47
C27
C2
8
L
4
6
L45C2
9
C
3
0
L44
C31
C32
C35 C34
L51 C34 L52 C33
C29
L48 C30
L49
L50
LOT 3
LOT 2
LOT 1X
LOT 9X
11.32'
15' W.S.E.G.D.
BY THIS PLAT
15' W.S.E.G.D.
BY THIS PLAT CENTER LINECENTER LINE
LOT 1X, BLOCK 8
CRS
CRS
CRS
CRS
CRS
CRS
CRS
CRSCRS
CRS
CRS
CRS
CRS
CRS
CRS
CRS
CRS
CRS
CRS
CRS
L=27.36'
L=19.34'
C10
C11
L30
C1
2
C1
3
L31
L32C14
L33
C15
C16
C17
L34 C18 L35
L36C19L6L7L8L9L10L11
C4
C5
L12L13
C6L14
L15L16L17L18L19L20
L
2
1 C3L34
L31
C13
L32
12.25'34.32'1.0'
1.0'
40' BUILDING LINE40' SIDE SETBACK (ADJACENT TO ROW)20' SIDE SETBACK20' SIDE SETBACK35' REAR SETBACK
40' BUILDING LINE
35' REAR SETBACK
STREETSTREETLOT LOT
+1)-B /E
200'100'
Scale: 1" = 100'
0
MONUMENTS / DATUMS / BEARING BASIS
1/2" rebar stamped "JPH Land Surveying" set
Mag nail & washer stamped "JPH Land Surveying" set
Site benchmark (see vicinity map for general location)
Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ
Elevations, if shown, are NAVD'88
Bearings are based on grid north (TxCS,'83,NCZ)
CRS
MNS
TBM
JPH Job No.
2016.200.001 Quail Hollow, Westlake - Phase II A FINAL PLAT.dwg
2016 JPH Land Surveying, Inc. - All Rights Reserved
807 Bluebonnet Drive, Suite C Keller, Texas 76248
Telephone (817) 431-4971 www.jphlandsurveying.com
TBPLS Firm #10019500 #10194073 #10193867
DFW | Austin | Abilene
LEGEND OF ABBREVIATIONS
United States Survey Feet
Texas Coordinate System of 1983, North Central Zone
North American Vertical Datum of 1988
Plat Records of Tarrant County, Texas
Official Public Records of Tarrant County, Texas
Deed Records of Tarrant County, Texas
Volume/Page/Instrument Number
Point of Beginning/Point of Commencing
Easement/Building Line
Base Flood Elevation Graphically Depicted per FEMA Map
Water, Sewer, Electric, Gas and Duct Bank Easement
US.SyFt.
TxCS,'83,NCZ
NAVD'88
P.R.T.C.T.
O.P.R.T.C.T.
D.R.T.C.T.
VOL/PG/INST#
POB/POC
ESMT/BL
BFE
W.S.E.G.D.
VICINITY MAP
SCALE: 1" = 2000'
SITE
FINAL PLAT
OF
THE ESTATES OF QUAIL HOLLOW
PHASE II A
BEING
30.276 ACRES
SITUATED IN
Leroy Boggess Survey, Abstract No. 196
Heirs of Charles M. Throop Survey, Abstract No. 1510
Josiah Walker Survey, Abstract No. 1604
William H. Martin Survey, Abstract No. 1068
BEING A REPLAT OF LOT 1, BLOCK A,
ROLAND ARTHUR ESTATE
TOWN OF WESTLAKE
TARRANT COUNTY, TEXAS
SHEET 1 OF 2
THIS PLAT IS FILED AS DOCUMENT NO.______________________DATE________
PREPARED ON: OCTOBER 12, 2016
P.O.B.Drafter: PL
Drafter/Revision: JHB 11/18/2016
Drafter/Revision:
Drafter/Revision:
Drafter/Revision:
Drafter/Revision:
Drafter/Revision:
TBM TBM
FLOOD ZONE CLASSIFICATION
This property lies within ZONE(S) X of the Flood
Insurance Rate Map for Tarrant County, Texas and
Incorporated Areas, map no. 48439C0085K, dated
2009/09/25, via scaled map location and graphic plotting
and/or the National Flood Hazard Layer (NFHL) Web Map
Service (WMS) at http://hazards.fema.gov.
DETAIL "A"
N.T.S.
(SEE SHEET 2 OF 2
FOR LINE AND CURVE TABLE)
SEE DETAIL "A"
DETAIL "B"
N.T.S.
(SEE SHEET 2 OF 2
FOR LINE
AND CURVE TABLE)
DETAIL "C"
N.T.S.
TYPICAL LOT SETBACK
DETAIL
STREET NAME
CHANGE HERE
THE
E
S
T
A
T
E
S
O
F
Q
U
A
I
L
H
O
L
L
O
W
PHA
S
E
I
(PRO
P
O
S
E
D
D
E
V
E
L
O
P
M
E
N
T)
ENGINEER
DEOTTE, INC.
420 JOHNSON RD. SUITE 303
KELLER, TEXAS 76248
817.337.8899
WWW.DEOTTE.COM
DEVELOPER
ELLIOTT CAPITAL
935 W. DOVE
SOUTHLAKE, TX 76092
214.435.3570
OWNER
POLYGON ENTERPRISES
1755 DOVE RD.
WESTLAKE, TX 76262
CONTACT: ROLAND ARTHUR
817.917.6042
DENOTES STREET
NAME CHANGE
Curve Data Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
Arc
183.39'
15.59'
211.98'
46.71'
28.47'
7.75'
82.93'
87.43'
34.13'
68.99'
67.78'
87.77'
60.60'
44.69'
29.60'
119.97'
66.76'
21.57'
231.39'
116.53'
297.57'
13.98'
84.22'
42.19'
151.86'
33.74'
62.91'
22.05'
26.25'
24.91'
84.22'
7.05'
18.23'
36.78'
122.76'
19.21'
16.79'
152.89'
54.29'
126.14'
Radius
541.28'
232.50'
517.50'
95.50'
351.80'
100.00'
367.50'
232.50'
60.00'
52.00'
68.00'
88.00'
62.00'
92.00'
68.00'
335.30'
62.01'
113.00'
500.00'
300.00'
250.00'
250.00'
250.00'
2500.00'
482.50'
77.50'
101.55'
85.93'
45.50'
130.50'
84.50'
35.50'
95.50'
84.50'
351.80'
54.50'
533.28'
533.28'
54.50'
54.50'
Delta
Chord Bearing
6
(
6
(
6
:
1
:
6
:
6
:
6
(
1
(
6
(
1
(
1
(
6
(
6
(
6
:
6
:
1
:
6
:
6
(
1
(
1
:
6
:
1
(
1
(
6
(
1
(
1
(
6
(
6
(
6
(
6
(
6
:
6
:
6
(
6
:
6
(
1
(
6
(
1
:
1
:
1
(
Chord
182.52'
15.59'
210.50'
46.24'
28.46'
7.75'
82.75'
86.91'
33.67'
64.04'
65.01'
84.18'
58.22'
44.25'
29.36'
119.33'
63.58'
21.53'
229.33'
115.80'
280.32'
13.97'
83.82'
42.19'
151.23'
33.47'
61.90'
21.99'
25.89'
24.87'
80.78'
7.03'
18.20'
36.49'
122.14'
19.11'
16.79'
152.36'
52.07'
99.81'
Line Data Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
Distance
20.01'
190.10'
99.48'
72.86'
36.69'
14.45'
35.00'
14.14'
35.00'
14.36'
40.00'
16.92'
90.96'
29.30'
97.99'
33.48'
51.05'
34.47'
63.01'
34.54'
51.76'
124.24'
97.00'
51.21'
39.94'
44.98'
35.00'
106.12'
82.18'
37.76'
2.00'
Bearing
6
:
6
:
6
(
6
:
6
(
6
(
6
:
6
:
1
:
1
:
6
(
6
:
6
:
6
:
6
:
1
:
1
(
1
(
1
:
6
:
1
:
1
(
1
(
1
:
6
(
6
(
1
(
1
:
6
(
6
(
6
:
Line Data Table
Line #
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
Distance
20.81'
2.38'
19.20'
96.31'
27.50'
36.69'
35.20'
72.00'
68.55'
163.73'
233.07'
126.81'
37.76'
32.11'
99.42'
121.03'
19.20'
41.14'
13.81'
2.38'
40.01'
14.72'
16.77'
10.39'
16.77'
10.39'
8.27'
14.72'
Bearing
1
:
6
:
1
:
6
(
1
(
1
:
1
:
1
:
6
(
6
(
1
:
1
(
1
:
6
:
6
(
6
:
6
(
6
(
1
(
6
:
6
(
1
:
6
(
1
:
6
:
6
(
6
(
1
(+1)-B /E
JPH Job No.
2016.200.001 Quail Hollow, Westlake - Phase II A FINAL PLAT.dwg
2016 JPH Land Surveying, Inc. - All Rights Reserved
807 Bluebonnet Drive, Suite C Keller, Texas 76248
Telephone (817) 431-4971 www.jphlandsurveying.com
TBPLS Firm #10019500 #10194073 #10193867
DFW | Austin | Abilene
STATE OF TEXAS
&2817<2)BBBBBBBBBB
WHEREAS, Polygon Enterprises, Inc. according to the deeds
recorded in Volume 9339, Page 1071 and Volume 14573, Page
300, of the Deed Records of Tarrant County, Texas, and Roland
Stene Arthur according to the deed recorded in Volume 10152,
Page 1991, of the Deed Records of Tarrant County, Texas, and
Roland Arthur according to the deed recorded under Instrument
Number D210135810 of the Official Public Records of Tarrant
County, Texas, are the owners of that certain tract situated in the
Leroy Boggess Survey, Abstract No. 196, the Memucan Hunt
Survey, Abstract No. 756, and the Heirs of Charles M. Throop
Survey, Abstract No. 1510, Town of Westlake, Tarrant County,
Texas, the herein described tract being a portion of said tracts to
Polygon Enterprises, Inc., and a portion of said tract to Roland
Stene Arthur and all of said tract to Roland Arthur; including all
of Lot 1, Block 1, Roland Arthur Estate, recorded under
Instrument Number D210131153, Official Public Records,
Tarrant County, Texas, the subject tract being more particularly
described as follows:
Beginning at a Mag nail with a metal washer stamped "JPH
Land Surveying" set in the east line of the tract described in the
deed to Polygon Enterprises, Inc. recorded in Volume 9339, Page
1071, of the Deed Records of Tarrant County, Texas, same being
in West Dove Road, from which a 1/2 inch capped rebar stamped
"JPH Land Surveying" set bears NORTH 00 degrees 23 minutes
47 seconds EAST, a distance of 1,425.52 feet;
THENCE with the east line of the said Polygon Enterprises,
Inc. tract:
1. SOUTH 00 degrees 23 minutes 47 seconds WEST, a
distance of 20.01 feet to a Mag nail with a metal
washer stamped "JPH Land Surveying" set;
2. SOUTH 00 degrees 23 minutes 47 seconds WEST,
a distance of 190.10 feet to a Mag nail with a metal
washer stamped "JPH Land Surveying" set;
3. SOUTH 15 degrees 54 minutes 43 seconds EAST, a
distance of 99.48 feet to 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the north
corner of the Right of Way dedicated by plat
recorded under Instrument Number D210231152 of
the Official Public Records of Tarrant County,
Texas;
THENCE SOUTH 52 degrees 34 degrees 23 seconds WEST,
with the northwest line of the said dedicated Right
of Way, a distance of 72.86 feet to a 1/2 inch
capped rebar stamped "JPH Land Surveying" set at
the North corner of Lot 1, Block A of Roland
Arthur Estate recorded under Instrument Number
D210231152 of the Official Public Records of
Tarrant County, Texas, same being the beginning of
a tangent curve to the right, concave to the north,
having a radius of 541.28 feet;
THENCE SOUTHEASTERLY with the arc of said tangent
curve, an arc length of 183.39 feet (a chord bearing
of SOUTH 27 degrees 53 minutes 49 seconds
EAST, a chord distance of 182.52 feet, a delta angle
of 19 degrees 24 minutes 46 seconds) to a 1/2 inch
capped rebar stamped "JPH Land Surveying" set;
THENCE SOUTH 52 degrees 34 minutes 23 seconds WEST,
with the south line of said Lot 1, Block A 242.00
feet to a 1/2 inch capped rebar stamped "JPH Land
Surveying" set;
THENCE SOUTH 00 degrees 43 minutes 02 seconds EAST,
with the west line of said Lot 1, Block A, a distance
of 575.19 feet to a 1/2 inch capped rebar stamped
"JPH Land Surveying" set;
THENCE SOUTH 34 degrees 56 minutes 13 seconds WEST,
with the southeast line of said Lot 1, Block A, a
distance of 244.23 feet;
THENCE SOUTH 67 degrees 38 seconds 44 seconds WEST,
with the south line of said Lot 1, Block A, a distance
of 347.66 feet;
THENCE NORTH 00 degrees 43 minutes 02 seconds WEST,
passing at a distance of 70.04 feet a 1/2 inch capped
rebar stamped "JPH Land Surveying" set with the
west line of said Lot 1, Block A, in all, a total
distance of 777.55 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
THENCE through Polygon Enterprises, Inc. tract:
1.NORTH 85 degrees 28 minutes 43 seconds WEST, a
distance of 159.82 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
2. SOUTH 49 degrees 45 minutes 36 seconds WEST, a
distance of 276.69 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
3.NORTH 88 degrees 15 minutes 43 seconds WEST, a
distance of 215.60 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a non-tangent curve, concave to the east, having a
radius of 232.50 feet;
4. SOUTHERLY with the arc of said non-tangent
curve, an arc length of 15.59 feet (a chord bearing
of SOUTH 09 degrees 33 minutes 09 seconds
EAST, a chord distance of 15.59 feet, a delta angle
of 03 degrees 50 minutes 35 seconds) to a 1/2 inch
capped rebar stamped "JPH Land Surveying" set at
the end of the said curve;
5. SOUTH 11 degrees 28 minutes 27 seconds EAST, a
distance of 36.69 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a non-tangent curve to the right, concave to the
west, having a radius of 517.50 feet;
6. SOUTHERLY with the arc of said non-tangent
curve to the right, an arc length of 211.98 feet (a
chord bearing of SOUTH 00 degrees 15 minutes 39
seconds WEST, a chord distance of 210.50 feet, a
delta angle of 23 degrees 28 minutes 12 seconds) to
a 1/2 inch capped rebar stamped "JPH Land
Surveying" set at the end of the said curve;
7. SOUTH 31 degrees 12 minutes 17 seconds EAST, a
distance of 14.45 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
8. SOUTH 14 degrees 33 minutes 23 seconds WEST, a
distance of 35.00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
9. SOUTH 60 degrees 02 minutes 28 seconds WEST, a
distance of 14.14 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
10.NORTH 74 degrees 57 minutes 03 seconds WEST, a
distance of 35.00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
11.NORTH 30 degrees 52 minutes 07 seconds WEST, a
distance of 14.36 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
12.NORTH 74 degrees 57 minutes 32 seconds WEST, a
distance of 40.00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a tangent curve, concave to the south having a
radius of 95.50 feet;
13. SOUTHERLY with the arc of said tangent curve, an
arc length of 46.71 feet (a chord bearing of SOUTH
88 degrees 58 minutes 12 seconds EAST, a chord
distance of 46.24 feet, a delta angle of 28 degrees 01
minutes 20 seconds) to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a reverse curve, concave to the north, having a
radius of 351.80 feet;
14. SOUTHERLY with the arc of said reverse curve, an
arc length of 28.47 feet (a chord bearing of NORTH
79 degrees 20 minutes 13 seconds EAST, a chord
distance of 28.46 feet, a delta angle of 04 degrees 38
minutes 12 seconds) to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the end of the
curve;
15. SOUTH 15 degrees 02 minutes 28 seconds WEST, a
distance of 16.92 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
16. SOUTH 76 degrees 54 minutes 42 seconds WEST, a
distance of 90.96 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a tangent curve to the right, concave to the north,
having a radius of 100.00 feet;
17. WESTERLY with the arc of said tangent curve, an
arc length of 7.75 feet (a chord bearing of SOUTH
79 degrees 07 minutes 55 seconds EAST, a chord
distance of 7.75 feet, a delta angle of 04 degrees 26
minutes 26 seconds) to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the point of
tangency of said curve;
18. SOUTH 81 degrees 21 minutes 08 seconds WEST, a
distance of 29.30 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
19. SOUTH 81 degrees 21 minutes 08 seconds WEST, a
distance of 97.99 feet a set 1/2 inch capped rebar
stamped "JPH Land Surveying" set in the west line
of the Polygon Enterprises, Inc. tract;
THENCE NORTH 08 degrees 38 minutes 52 seconds WEST,
with the west line of Polygon Enterprises, a distance
of 33.48 feet to 1/2 inch capped rebar stamped "JPH
Land Surveying" set, same being the south corner
of Parcel 264, Part 2, recorded under Instrument
Number of D211043543 of the Official Public
Records of Tarrant County, Texas;
THENCE with the perimeter of Polygon Enterprises, Inc. tract,
the south line of said Parcel 264, Part 2, the
following calls:
1. NORTH 36 degrees 23 minutes 40 seconds EAST, a
distance of 51.05 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
2. NORTH 81 degrees 26 minutes 33 seconds EAST, a
distance of 34.47 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set, same being the
southeast corner of Parcel 264, Part 5 recorded
under Instrument Number D211043543 of the
Official Public Records of Tarrant county, Texas;
THENCE NORTH 08 degrees 10 minutes 07 seconds WEST,
with west line of said Parcel 264, Part 5, a distance
of 63.01 feet to a 1/2 inch capped rebar stamped
"JPH Land Surveying" set, being the northeast
corner of said Parcel 264, Part 5;
THENCE SOUTH 81 degrees 26 minutes 33 seconds WEST,
with the north line of said Parcel 264, Part 5, a
distance of 34.54 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set, same being an
interior corner on the north line of said Parcel 264,
Part 2;
THENCE NORTH 53 degrees 36 minutes 20 seconds WEST,
with the north line of said Parcel 264, Part 2, a
distance of 51.76 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set, same being the
north corner of Parcel 264, Part 2;
THENCE with the west line of Polygon Enterprises, Inc. tract,
the following calls:
1.NORTH 08 degrees 38 minutes 52 seconds WEST, a
distance of 240.80 feet to a Mag nail with a metal
washer stamped "JPH Land Surveying" set at
beginning of a tangent curve to the right, concave to
the east, having a radius of 4,905.00 feet;
2. NORTHERLY with the arc of said tangent curve to
the right, an arc length of 288.70 feet (a chord
bearing of NORTH 06 degrees 57 minutes 41
seconds WEST, a chord distance of 288.66 feet, a
delta angle of 03 degrees 22 minutes 21 seconds) to
a Mag nail with a metal washer stamped "JPH Land
Surveying" set;
THENCE through the interior of the tracts described in the
deeds to Polygon Enterprises, Inc. recorded in
Volume 9339, Page 1071 and Volume 14573, Page
300, of the Deed Records of Tarrant County, Texas,
and Roland Stene Arthur recorded in Volume
10152, Page 1991 of the Deed Records of Tarrant
County, Texas, the following calls:
1. NORTH 89 degrees 40 minutes 25 seconds EAST, a
distance of 241.00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
2. NORTH 74 degrees 43 minutes 50 seconds EAST, a
distance of 124.24 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
3. NORTH 52 degrees 05 minutes 59 seconds EAST, a
distance of 199.66 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
4. NORTH 20 degrees 12 minutes 24 seconds EAST, a
distance of 97.00 feet 1/2 inch capped rebar stamped
"JPH Land Surveying" set;
5. NORTH 85 degrees 31 minutes 36 seconds EAST, a
distance of 241.18 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
6. SOUTH 02 degrees 13 minutes 57 seconds EAST, a
distance of 51.21 feet a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a tangent curve to the left, concave to the east,
having a radius of 367.50 feet;
7. SOUTHERLY with the arc of the said tangent curve
to the left, an arc length of 82.93 (a chord bearing of
SOUTH 08 degrees 41 minutes 49 seconds EAST, a
chord distance of 82.75 feet, a delta angle of 12
degrees 55 minutes 45 seconds) to a 1/2 inch capped
rebar stamped "JPH Land Surveying" set at the
point of tangency of said curve;
8. SOUTH 15 degrees 09 minutes 41 seconds EAST, a
distance of 39.94 to a 1/2 inch capped rebar stamped
"JPH Land Surveying" set;
9. SOUTH 18 degrees 46 minutes 39 seconds EAST, a
distance of 44.98 feet to 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a non-tangent curve to the right, concave to the
south, having a radius of 232.50 feet;
10. EASTERLY with the arc of said tangent curve to the
right, an arc length of 87.43 feet (a chord bearing of
NORTH 81 degrees 59 minutes 43 seconds EAST, a
chord distance of 86.91 feet, a delta angle of 21
degrees 32 minutes 43 seconds) to a 1/2 inch capped
rebar stamped "JPH Land Surveying" set at the end
of said curve;
11. SOUTH 87 degrees 13 minutes 56 seconds EAST, a
distance of 165.62 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
12. NORTH 01 degrees 48 minutes 51 seconds EAST, a
distance of 35.00 feet to 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
13. NORTH 02 degrees 13 minutes 57 seconds WEST,
a distance of 349.05 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
14.NORTH 12 degrees 00 minutes 22 seconds WEST, a
distance of 106.12 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
15. NORTH 59 degrees 49 minutes 32 seconds EAST, a
distance of 289.46 feet to a Mag nail with a metal
washer stamped "JPH Land Surveying" set;
16. SOUTH 46 degrees 01 minutes 20 seconds EAST, a
distance of 82.18 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a non-tangent curve to the right, concave to the
southeast, having a radius of 60.00 feet;
17. SOUTHEASTERLY with the arc of said
non-tangent curve to the right, an arc length of 34.13
feet (a chord bearing of SOUTH 29 degrees 43
minutes 31 seconds EAST, a chord distance of
33.67 feet, a delta angle of 32 degrees 35 minutes 38
seconds) to a Mag nail with a metal washer stamped
"JPH Land Surveying" set at the end of said curve;
18. SOUTH 89 degrees 39 minutes 37 seconds EAST, a
distance of 295.73 returning to the Point of
Beginning and enclosing 30.276 acres (1,318,842
square feet more or less).
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT,____________________ does hereby adopt this plat,
designating the herein above described property as
________________________________________________________,
an 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
being hereby reserved for mutual use and accommodation of all
public utilities specifically approved by the Town of Westlake. Any
public utility specifically approved by the Town of Westlake to use a
particular easement shall have the right to remove and keep removed
all or part of any buildings, fences, 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 public utility shall at all times have
the 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 Westalake, 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 manholes, cleanouts, fire hydrants, water services and
wastewater services from the main to the curb or pavement line.
Descriptions of these additional easements herein granted shall be
determined by their locations as installed.
This plat approved subject to all platting ordinances, rules,
regulations, and resolutions of the Town of Westlake, Tarrant
County, Texas.
WITNESS, my hand, this the_________ day of _______________,
2016.
________________________
Signature
STATE OF TEXAS
&2817<2)BBBBBBBBBB
BEFORE ME, the undersigned notary public, State of Texas, on this
day personally appeared ___________________, known to me to be
the person whose name is subscribed to the foregoing instrument and
who acknowledged to me that he executed the same for the purposes
and considerations expressed therein.
Given under my hand and seal of office this ____ day of
________________________, 2016.
_________________________________
Notary Public, State of Texas
APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS
ON THIS THE_____DAY OF _________________, 2016.
ATTEST:
______________________ _______________________
MAYOR TOWN SECRETARY
REVIEWED BY:
_______________________________
TOWN ATTORNEY
_______________________________
TOWN ENGINEER
Surveyor's Certification
I, Eric Zollinger , a Registered Professional Land Surveyor in the State of Texas, hereby
state, to the best of my knowledge and belief, this plat hereby represents an on-the-ground
survey performed by me and all the property corners are marked as indicated.
PRELIMINARY: THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY
PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A
FINAL SURVEY DOCUMENT.
~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON AUGUST 02, 2016.
~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON OCTOBER 11, 2016.
Eric Zollinger
Registered Professional
Land Surveyor No. 6357
Email: eric@jphls.com
SURVEYOR'S NOTES:
1. This survey was performed with the benefit of a commitment
for title insurance provided by Alamo Title Insurance,
Commitment No. 6000181600323, and GF Number
atd-18-6000181600323-SL effective March 31, 2016 and
issued April 15, 2016. Complete copies of the record
description of the property, any record easements benefiting
the property, the record easements or servitudes and covenants
affecting the property ("Record Documents"), documents of
record referred to in the Record Documents, and any other
documents containing desired appropriate information
affecting the property being surveyed and to which the survey
shall make reference were not provided to this surveyor for
notation on the survey except for those items listed within
Schedule B of said commitment. Therefore, easements,
agreements, or other documents, either recorded, or
unrecorded may exist that affect the subject property that are
not shown on this survey.
2. The site benchmark is a mag nail set in concrete near the face
of curb on the south end of median approximately 1366 feet
south of the intersection of Davis Boulevard and Dove Road.
The benchmark has the following values X = 2,371,356.00'| Y
=7,039,974.15' (Texas Coordinate System of 1983, Central
Zone) | Z = 675.07' (NAVD'88).
3. The site benchmark is a mag nail set approximately 40 feet
east of the centerline of Dove road, said mag nail being
approximately 225 north of the intersection of Hidden Spring
Court and Dove Road. The benchmark has the following
values X = 2,373,155.14'| Y =7,039,995.61' (Texas Coordinate
System of 1983, Central Zone) | Z = 615.54' (NAVD'88).
4. The private road easement shall be open to emergency services
units, solid waste collection agencies and utilities specifically
approved by the Town of Westlake. The surface maintenance
shall be responsibility of either the property owner or
homeowners association no buildings, fences, trees, shrubs or
other improvements or growths, constructed, reconstructed or
placed upon or across the easement.
5. No easements will be allowed by separate instrument without
written approval from the Town of Westlake.
6. Easements shown within the bounds of this plat without
recording information are hereby dedicated by this plat.
7. "X-LOTS" are to be owned and maintained by the
Homeowners Association
APPROVED BY THE PLANNING & ZONING COMMISSION OF
WESTLAKE, TEXAS ON THIS THE_____DAY OF ____________, 2016.
ATTEST:
______________________ _______________________
CHAIRMAN TOWN SECRETARY
FINAL PLAT
OF
THE ESTATES OF QUAIL HOLLOW
PHASE II A
BEING
30.276 ACRES
SITUATED IN
Leroy Boggess Survey, Abstract No. 196
Heirs of Charles M. Throop Survey, Abstract No. 1510
Josiah Walker Survey, Abstract No. 1604
William H. Martin Survey, Abstract No. 1068
BEING A REPLAT OF LOT 1, BLOCK A,
ROLAND ARTHUR ESTATE
TOWN OF WESTLAKE
TARRANT COUNTY, TEXAS
SHEET 1 OF 2
THIS PLAT IS FILED AS DOCUMENT NO.______________________DATE________
PREPARED ON: OCTOBER 12, 2016
Tri-County Electric Cooperative approves the location
and abandonment of the electric easements shown on
this plat
______________________________________________
Tri-County Electric Representative Date
By:
MARY LOUISE GARCIA
COUNTY CLERK f1 ; ~-f\
~.~ ~ CT}: 100 West Weatherford Fort Worth, TX 76196-0401
..... ~·<;Wu~~· •• ~e·~·
.. .:
.... • +,.·· ---~----------------....... ~ .. · ...
QUAIL HOLLOW DEVELOPMENT LLC
935 W DOVE RD
SOUTHLAKE, TX 76092
Submitter: QUAIL HOLLOW
DEVELOPMENT LLC
PHONE (817) 884-1195
DO NOT DESTROY
WARNING -THIS IS PART OF THE OFFICIAL RECORD.
Filed For Registration : 12/14/2016 3:45 PM
Instrument#: D216291902
PLATA 9 PGS $89.00
0216291902
A NY PROVISION WHICH RESTRICTS THE SALE, RENTAL OR USE OF THE DESCRIBED REAL PROPERTY
BECAUSE OF COLOR OR RACE IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW .
Quail Hollow Phase 1 Final Plat
Resolution 16-44
MONUMENTS I DATUMS I BEARING BASIS
CRS o 112" rebar stamped "JPH Land Surveying" set
MNS 0 Mag nail & washer stan1ped "JPH Land Surve}·ing" set
O Monu1nents are found if not n1arked MNS or CRS.
TBM -0 Site benclunark (see vicinity 1nap for general location)
Coordinate values, if shown, are US.SyFt.ffxCS,'83 ,N CZ
Elevations, if shov.111, arc NA VD'88
Bearings are based on grid north (TxCS,'S3,NCZ)
LEGEND OF ABBREVIATIONS
United States Survey Feet US.Sy Ft.
TxCS,'83 ,NCZ
NAVD'8S
P.R_ T.C.T.
0.P.R.T.C.T.
Texas Coordinate Systc1u of 1983, North Central Zone
North Anterican Vertical Datum of 1988
D .R .T.C.T.
Plat Records of Tarrant County, Texas
Official Public Records of Tarrant County, Texas
Deed Records of Tarrant County, Texas
Volume/Page/lnstruntent Nu1nber
Point of Beginning/Point of Con1rnencing
Easen1ent/Building Line
V 0 L/PG/INST #
POB/POC
ESMT/BL
W.S.E.G.D. Water, SeVt·er, Electric, Gas and Duct Bank Easen1cnt
FLOOD ZONE CLASSIFICATION
This property lies within ZONE(S) X of the Flood
Insurance Rate Map for Tarrant County, Texas and
Incorporated Areas, 1nap no. 48439C0085K, dated
2009/09/25, via scaled 1nap location and graphic plotting
andior the National Flood Hazard Layer (NFHL) Web Map
Service (WMS) at http://hat:ards.fe1na.gov.
DRAINAGE
EASEMENT
LOT3
DETAIL "A"
NOTTO SCALE
\
\
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LOT2
STREET
LOT 17
\ 3
<10' r-REAR SETBAcK
LOT
TYPICAL LOT SETBACK
DETAIL
• u
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0 I 00'
L43
200'
~ .......
Scale: l" ~ I 00'
JPHJob No.
2016.200.001 Quail Hollow, Westlake -Phase I FINAL PLAT.dwg
•\:> 2016 JPH Land Snrveying, Inc. -All Rights Reserved
807 Bluebonnet Drive, Suite C Keller, Texas 76248
Telephone (817) 431-4971 www.jphlandsurveying.com
TBPLS Firm #10019500 #10194073 #10193867
DFW I Austin I Abilene
Drafter: PL
Drafter/Revision: JHB I l/IS/2016
Drafter/Revision:
Drafter/Revision:
Drafter!Rcvision:
Drafter/Revision:
Drafter/Revision:
ENGINEER
DEOTTE, INC.
420 JOHNSON RD. SUITE 303
KELLER, TEXAS 76248
817.337 8899
WWW.DEOTTE.COM
_J
LOT5X
0.250 ACRES
\/
DEVELOPER
ELLIOTT CAPITAL
935 W. DOVE
SOUTHLAKE, TX 76092
214.435.3570
''""'f'"''R ,'
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OWNER I I
POLYGON ENTERPRISES lfiii
1755 DOVE RD. ·
WESTLAKE, TX 76262 t}J
CONTACT: ROLAND ARTHUR ~
s 17.917.6042 ~ 0 I I ~
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LOT 7
2.219 ACRES
(96670± SQUARE FEET)
- -
N89°58'3l"W 100.00'
LOT 4
1.996 ACRES
\ (86934± SQUARE FE ET)
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GRANADA WESTLAKE INVESTMENTS, LLC
INST.# D215038613
O.P.R.T.C.T.
us CRS SWP58'm"'F l 7TU'
N87Q l 8'53"E 58.60
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LOT 17
1.90 0 ACRES
(82785± SQUARE FEET)
S5 2°24'4 5"E
9.1 9'
N28°20'53"W
29.63'
TH6 UND ERGROUND
S.. \NTI AR Y SEWER il'-11'
EJ\SEMJ.Xf AGRTIEMENT
VOL 147!3.PG-.31 0
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\~ t \
S&9"58'tl9"E 519.21 '
--S1!9"38'0'1"F = ~
(l:L'i.TCIIED AREA)
RIGHT-OF-WA YDEDICATION
ll9,649S_F_
L=315 .24', R =200.00'
..1=090°18'33" 5' WAT.T. MAINTENANCE_/
l!A:illl\IDJT' --
BY THIS PLAT
I
\
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L=46_51', 1{=300.00' L m30.0I ', R~300 .00
A-=-005'43'56" A=008Q5 2'55"
LOT 15
1.504 ACRES
(65507± SQUARE FEET)
I ·1 LO~I4X I 0.249 ACREs § ;16r 6± SQU AR E FEET)".
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SEE· DET AfL "D'
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EAS!ThfENT THE UNDERGROUND
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98,539 ±SQUARE FEE T
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POLYGON ENTER.PR ISES. INC.
VOLUME 933 9. PAGE 107 1
D.R.T.C.T.
l>R."JN AGE E.4-SEMEN T
N89°39'37"W 295.73'
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INST_# 0215285832, 0.P.R.T.C.T.
lL BAIJU AND SHUSHAN JACOB
INST.# lJ212193836, 0.P.R.T.C.T.
BROKEN BEND
DRIVE r --
NEIL AND GARIMAZUCKER
INST _# 0212106437, 0.1'.R.T.C_T
;:!:
I
PAUL R. BEAUCHAMP III
AND KEIUN BEAUCHAMP
INST.# D21316989!, O .P.R.T.c:r.
~--
LOT I
N -E-t MJCHA EL K_ MAUI.ER AND
0 STEFAN IE A _ MAULER. TRUSTEES
....,:i OF THE MI CHAEL AND STEFANIE
MAULER REVOCABLE TH.UST
TNST.# D216183707, O .P.R.T.c:r
BLOCKG
GLE NWYCK FARMS I I~
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•
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9 I CABINET A, SLIDES 58 14 & 5815
,..., P .R.T.C.T.
I I ~ ~ O:JMMON AR EA/OPEN SPACE 0 TO BE CONVEYE[) TO H.O.A
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15.09'
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DETAIL "B"
NOTTO SCALE
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~ LOT 13, BLOCK4
Bo
'\ DRAINAG E EASEMENT
B Y THIS PLAT
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DETAIL "C"
NOTTO SCALE
TIIE UNDERGROUND SANITAR Y SEWER LINE
E.A..SEMENT AGREEMENT
VOL. t4713,PG.3\0
.R.T.C.T.
HATCl--lED AREA
LOT 12, RLOCK 4 TO BE ABANDONED
BYTHIS"F'LAT
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DRAINAGE EASEMENT
BY Tms Pl.AI
__."~ S87"I 1'06"E 99.00'
S 20'U.E.BYU1ISPLAT
N87"11'06"W 135.78' ---
LOT 12, BLOCK 4
DETAIL "D"
NOTTO SCALE
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DRAINAGE
EASEMENT
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VICINITY MAP
SCALE: l" = 2000'
SITE
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FINAL PLAT
OF
THE ESTATES OF QUAIL HOLLOW
PHASE!
BEING
64.203 ACRES
SITUATED TN
Leroy Boggess Survey, Abstract No. 196
Memucan Hunt Survey, Abstract No. 756
Heirs of Charles M Throop Survey, Abstract No, 151 O
TOWN OF WESTLAKE
TARRANT COUNTY, TEXAS
SHEET 1OF2
THJS PLAT FILED AS DOCUMENT NO._D~Jf,,_~"1J"l~DATE_L¥J-r,l.f r;_
PREPARED ON: OCTOBER 12 , 20!6
•
STATE OF TEXAS §
COUNTY OF §
WHEREAS, Polygon Enterprises, Inc. according to the deeds recorded in
Volume 9339, Page 1071 , and Volume 14573, Page 300, of the Deed
Records of Tarrant County , Texas, and Roland Stene Arthur according to
the deed recorded in Volume 10152, Page 1991, of the Deed Records of
Tarrant County, Texas, are the o'vners of that certain tract situated in the
Leroy Boggess Survey·, Abstract No. 196, the Memucan Hunt Survey,
Abstract No. 756, and the Heirs of Charles M. Throop Survey, Abstract
No. 1510, To\l\.TI of Westlake, Tarrant County, Texas: the herein
described tract being a portion of said tracts to Polygon Enterprises, Inc.,
and a portion of said tract to Roland Stene Arthur; the subject tract being
ntore particularly described as follo\vs:
Beginning at a 1/2 inch capped rcbar stan1ped "JPH Land Surveying"
set at the northeast comer of the tract described in the deed
to Polygon Enterprises, Inc. recorded in Volun1e 9339, Page
1071, of the Deed Records of Tarrant County, Texas;
THENCE SOUTH 00 degrees 23 1ninutes 47 seconds WEST, \Vith the
east line of the Polygon Enterprises, lnc. tract, a distance of
l,425.52 feet to a Mag nail with a n1etal \vasher stan1pcd
"JPH Land Surveying" set;
THENCE lhrough the interior of the tracts described in the deeds to
Polygon Enterprises, Jnc. recorded in Volu1nc 9339, Page
1071, and Volume 14573, Page 300, of the Deed Records of
Tarrant Cow1ty, Texas , and Roland Stene Arthur recorded
in Volu111c 10152, Page 1991, of the Deed Records of
Tarrant County, Texas, the follo\\~ng calls:
\,a Nd
l. NORTH 89 degrees 39 111inules 37 seconds WEST, a
distance of 295.73 feet to a 1/2 inch capped rebar
statnped "JPH Land Sun'eying" set at the beginning
of a no11-tat1gent curve concave to the soutlr\.vcst
(curve to the left) having a radius of 60.00 feet;
2. NORTHWESTERLY with the arc of said
non-tangent curve, an arc length of 34.13 feet (a
chord bearing of NORTH 29 degrees 43 minutes 31
seconds WEST, a chord distance of 33_67 feet, a delta
angle of 32 degrees 35 1ninutes 38 seconds) to a 1/2
inch capped rcbar stan1ped "JPH Land Surveying" set
at the end of said non-tangent curve;
3. NORTH 46 degrees 01 n1inutes 20 seconds WEST, a
distance of 82. l 8 feet to a Mag nail \Vith a n1etal
V11asher stan1ped "JPH Land Surveying" set;
4. SOUTH 59 degrees 49 minutes 32 seconds WEST, a
distance of 289.46 feet to a 1/2 inch capped rebar
stan1ped "JPH Land Surveying" set;
5.
6.
SOUTH 12 degrees 00 minutes 22 seconds EAST, a
distance o[ 106.12 feet to a 1/2 inch capped rebar
stmnped "JPH Land Surveying" set;
SOUTH 02 degrees 13 n1inutes 57 seconds EAST , a
distance of 349.05 feet to a 1/2 inch capped rebar
sta1nped "JPH Land_ Surveying'' set;
7. SOUTH 01 degree 48 minutes 51 seconds WEST, a
distance of 35.00 feet lo a 112 inch capped rebar
stamped "JPH Land Surveying" set;
8. NORTH 87 degrees 13 minutes 56 seconds WEST, a
distance of 165.62 feet to a 1/2 inch capped rebar
stm.nped "JPH Lm.1d Surveying" set at the beginning
of a tattgent curve concave to the south (curve to the
left) having a radius of232.50 feet;
9. WESTERLY with the arc of said tangent curve, m.1
arc length of 87.43 feel (a chord bearing of SOUTH
81 degrees 59 111inutes 43 seconds WEST, a chord
distance of 86.91 feet, a delta angle of 21 degrees 32
1ninutes 43 seconds) to a l/2 inch capped rebar
stamped "JPH Land Surveying" set;
10 . NORTH 18 degrees 46 minules 39 seconds WEST, a
distance of 44.98 feet to a l/2 inch capped rebar
stamped "JPH Land Surveying" set;
11. NORTH 15 degrees 09 minutes 41 seconds WEST, a
distance of 39.94 feet to a 1/2 inch capped rebar
statnped "JPH Land Surveying" set at the beginning
of a tangent cun1e concave to the east (curve to the
right) having a radius of 367.50 feet;
12. NORTHERLY vvith the arc of said tangent curve, an
arc length of 82.93 feel (a chord bearing of NORTH
08 degrees 41 n1inutes 49 seconds WEST, a chord
distance of 82_ 75 feet, a delta angle of 12 degrees 55
1ninutes 45 seconds) to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the point of
tangency of said curve;
•
/..;::::=======:!.'~~~'===========================::~,
I/ JPH Job No.
THENCE
13. NORTH 02 degrees 13 1ninutes 57 seconds WEST, a
distance of 51.21 feet to a 1/2 inch capped rebar
stan1ped "JPH Land Surveying" set
14. SOUTH 85 degrees 31 1ninutes 36 seconds WEST, a
distance of 241.18 feet to a 1/2 inch capped rebar
sta1nped "JPH Land Surveying" set ;
15 . SOUTH 20 degrees 12 minutes 24 seconds WEST, a
distance of 97_00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surve)•ing" set;
16. SOUTH 52 degrees 05 111inutcs 59 seconds WEST, a
distance of 199.66 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
17 . SOUTH 74 degrees 43 minutes 50 seconds WEST, a
distance of 124.24 feet to a l /2 inch capped rebar
statnped "JPH Land Sun1 eying" set;
18. SOUTH 89 degrees 40 1ninutes 25 seconds WEST, a
distance of 241.00 feet to a Mag nail \vith a metal
washer sta1npcd "JPH Land Surveying" set on the
curved \vest right of \Vay of Davis Boulevard, said
curve being concave lo the east (curve to the right)
having a radius of 4,905.00 feet ;
\Vith the cast right of \Vay of Davis Boulevard, as described
in the deeds to the To\vn of Westlake in Volume 17035,
Page 159 and Volume 1499, Page 363 of the Deed Records
of Tarrant County, Texas and the judge1nent to Tarrant
Count)' recorded under lnstrun1ent Nu111ber D2l1043543
of the Official Public Records of Tarrant Comity, Texas,
the following calls:
1 . NORTHERLY \Vith the arc of the said curve, an arc
length of 624.l5 feet (a chord bearing of NORTH Ill
degree 37 ntinules 48 seconds WEST, a chord
distance of 623 .73 feet, a delta angle of 07 degrees 17
111inutes 27 seconds) to a Mag nail with a 1netal
\Vasher stamped "JPH Land Surveying" set
2. SOUTH 87 degrees 35 minutes 02 seconds EAST, a
distance of 117.45 feet to a 1/2 inch capped rebar
sta1nped "JPH Land Surveying" set;
3. NORTH 02 degrees 24 n1inutes 58 seconds EAST, a
distance of 70.00 feel Lo a 1/2 inch capped rebar
stainped "JPH Land Surveying" set;
4. NORTH 87 degrees 35 1ninutes 02 seconds WEST, a
distance of l 17.44 feel to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set on the curved
\Vest right of \Vay of Davis Boulevard, having a radius
of 4,905.00 feet;
5. NORTHERLY with the arc of said curve, atl arc
length of 818.51 feel (a chord bearing of NORTH 07
degrees 36 minutes 49 seconds EAST, a chord
distance of 817.56 feel, a delta angle of 09 degrees 33
1ninutes 40 seconds) to a 5/8 inch rebar foWld at the
point of tangency said cunre;
6. NORTH 12 degrees 23 n1inutes 34 seconds EAST,
passing at a distance of 193.07 feet a found 5/8 inch
capped rebar stan1ped '·Carter & Burgess'', and
continuing on said course, a total distance of 492.05
feet to a l /2 inch capped rebar stamped "JPH Land
Surveying" set at the beginning of a non-tangent
curve concave to the northwest (curve to the left)
having a radius of 1,782.50 feet;
7 . NORTHERLY \vith the arc of the said non-tangent
curve, an arc length of 14 _22 feet (a chord bearing of
NORTH 12 degrees 09 n1inutes 51 seconds EAST, a
chord distance of 14 .22 feet) to a Mag nail 'vith a
111etal \Vasher stamped "JPH Land Surve)'ing" set al
the end of said curve in the south line of Dove Road;
THENCE \vith the south line of Dove Road. as described ll1 the
judge1nent recorded under Instrument Nun1ber
D211043543 of the Official Public Records of Tarrant
County, Texas, the following calls:
I. SOUTH 80 degrees 43 minutes 33 seconds EAST, a
distance of 55.84 feet to the beginning of a
non-tangent curve concave to the north (curve to the
left) having a radius of 1,153.14 feet;
2. EASTERLY 'vith the arc of the said non-tangent
curve, m1 arc length of 29.57 feel (a chord bearing of
SOUTH 81 degrees 27 minutes 38 seconds EAST, a
chord distance of 29.57 feet, a delta angle of 01
degrees 28 1uinutes 10 seconds) to a 1/2 inch capped
rebar strunped "JPH Land Surveying" set at the end
of the curve;
3. SOUTH 07 degrees 48 minutes 17 seconds WEST, a
distance of 12.00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set at the beginning
of a non-tangent curve concave to the north (curve to
left) having a radius of I, 165.14 feet;
4.
ENGINEER
DEOTTE,INC
EASTERLY \vith the arc of the said non-tangent
curve, att arc length of 95.32 feet (a chord bearing of
THENCE
SOUTH 84 degrees 32 n1inutes 20 seconds EAST, a
chord distance of 95.29 feet, a delta angle of 04
degrees 41 n1inutcs 14 seconds) to a 1/2 inch capped
rebar sta1nped "JPH Land Surveying" set at the end
of said curve;
5. NORTH 88 degrees ] 1 tninutes 47 seconds EAST, a
distm1ce of 103.53 feet (n1onun1ent could not be set);
6. NORTH 89 degrees 58 1ninutes 31 seconds WEST, a
distance of 100.00 feet (111onuu1cnt could not be set);
7. NORTH 82 degrees 56 minutes 01 second EAST, a
distance of 100.77 feet to a 1/2 inch capped rebar
stan1ped "JPl-1 Land Sunrey ing" set;
8. NORTH 87 degrees 18 minutes 53 seconds EAST, a
distance of 591.26 feet to a 1/2 inch capped rebar
stainped "JPH Lm1d Surveying" set in Dove Road;
in Dove Road, \Vest and then east, the follo\\·ing calls:
1. SOUTH 89 degrees 47 1uinutes 45 seconds WEST, a
distance of 924.49 feet to a Mag nail with a n1etal
\Vasher stainped "JPH Land Surveying" set at the
beginning of a non-tangent curve concave to the
northeast (curve lo the right) having a radius of
229.60 feet;
2. NORTHWESTERLY 'vith the arc of the said curve,
an arc length of 105.LO feet (a chord bearing of
NORTH 76 degrees 30 minutes 49 seconds WEST, a
chord distauce of 104.19 feet, a delta angle of 26
degrees 13 minutes 43 seconds) to a Mag nail v,rith a
n1ctal \Vasher stamped "JPH Land Surveying" set at
the end of said curve on the north line of the tract
described in the deed to Polygon Enterprises, Inc.
recorded in Volume 9339, Page 1071 of the Deed
Records of Tarrant County, Texas;
3. SOUTH 89 degrees 57 minutes 14 seconds EAST,
"\vith the north line of the said Polygon Enterprises ,
Inc. tract, a distance of 1,432.35 feet retun1ing to the
Point of Beginning ai1d enclosing 64.203 acres
(2,796,693 square feet n1ore or less).
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, _______________________ does hereby adopt this plat,
designating the herein above described property as
---· ------------'
an reserved for the purposes indicated. The utilit)' and fire lane
easements shall be open lo the public, fire and police units, garbage
ru1d rubbish collection agencies and the public and private utilities
specifically approved by the To\\'TI of Westlake for the use of a
particular easement. The n1aintenance of paving or any other surfaces
on the utility ru1d fire lruic eascn1ents is the sole responsibility of the
property O\Vner. No buildings, fences, trees, shrubs or other
improvetnents or gro\vths shall be constructed, reconstructed or
placed upon, over or across the easernents as sho\vtl. Said casements
being hereby reserved for niutual use and acconunodation of all
public utilities specifically approved by the To\\'11 of Westlake. Any
public utility specifically approved by the To\vn of Westlake to use a
particular ease1ucnt shall have the right to rentove at1d keep removed
all or part of any buildll1gs , fences , trees, shrubs or other
unproveu1cnts or gro,vths \\·hich 1n any \Vay n1ay endat1gcr or
interfere \vith the construction 1naintcnance, or efficiency of its
system on lhe easement and that public utility shall at all times have
the right of ingress and egress to or front attd upon the casement for
the purpose of constructing, reconstructing, inspecting, patrolling,
n1aintaining and adding to or re1noving all or part of its syste111,
subject to complyll1g Vl'ith all ordinances, rules, regulations and
resolutions of the To\vn of Wcstalake, 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 111eters , 111ainlenance
and service required or ordinarily perfomted by that utility.
Water inain and \Vastc\.vatcr casen1cnts shall also include additional
area of \vorking space for construction and maintenance of the
syste1ns. Additional area 1s also conveyed for installation and
maintenance of n1anholes, cleanouts, fire hydrants, \vater services m1d
\Vastewater sen'ices from the n1ain to the curb or pave111ent li.J.1e.
Descriptions of these additional easements herein grru1ted shall be
determined by their locations as installed.
This plat appro ved subject to all platti11g ordinances, rules,
regulations, and resolutions of the Town of Westlake, Tarrant
County, Texas.
WITNESS, my hand, this the __ __
2016.
Signature
ST A TE OF TEXAS
COUNTY OF
§
§
day of __ -------·--·-·---·-·'
BEFORE ME, the undersigned notary public, State or Texas, on this
day personally appeared ________ --------· _, kno\VJI to be the
person -"vhose natne is subscribed to the foregoing u1strument and
who acknowledged to tne that he executed the same for the purposes
and considerations expressed therei.J.1.
Given under 1ny hat1d and seal of office this day of
------------------~·----~ 2016.
Notary Public, State of Texas
SURVEYOR'S NOTES:
Tri-County Electric Cooperative approves the location
and aba11don1nent of the electric easen1ents sho\VIt on
this plat
l. This survey \vas pcrfonned with the benefit of a
co111mittnent for title insurrutce provided by Ala1110
Title Insurance, Comn1ittnent No. 6000181600323,
and GF Number atd-18-6000181600323-SL
effective March 31, 2016 and issued April 15 , 2016.
Co111plete copies of the record description of the
property, any record easen1ents benefiting the
property , the record easements or servitudes at1d
covenants affecting the property ("Record
Docun1e11ts"), docun1ents of record referred to in
the Record Docun1ents, at1d any other docu1ncnts
containing desired appropriate inforn1ation
affecting the property being surveyed and to which
the suf\'e)' shall niake reference were not provided
to this surveyor for notation on the survey except
for those items listed ,.,,ithin Schedule B of said
co1111n1ttnent. Therefore, easen1ents, agreements, or
other docu1ncnts, either recorded, or unrecorded
tnay exist that affect the subject property that are
not sh0\\11 on this survey.
:;;;:~-~::(Q~G g .. __ !.l-)J.ft~
Tri-County Electric Representative Dafe"1
'----~~~~~~~~~~~~~~~~./
/ REVIEWED BY
lii~dML 0 . _ WN A TTO[jNEY
ff, . v_' -"I• () ' I . f'.=G. ----~~-~------
TOWN ENGINEER
/ ' APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS
ON THIS THE t 2'.__DAY OF :f.:'Q.tl_ro\::;eJLL 2016.
ATTEST:
-~~--~
MAYOR
/APPROVED BY THE PLANNING & ZONING COMMISSION OF
WESTLAKE, TEXAS ON THIS THE it,\_ __ DAY Of ~2016.
2. The site benchn1ark is a mag nail set in concrete
near the face of curb on the south end of 111edim.1
approxin1ately 1366 feet south of the intersection of
Davis Boulevard and Dove Road. The benchn1ark
has the following values X ~ 2,371 ,356.00'1 Y
=7,039,974.15' (Texas Coordinate Systen1 of 1983,
Central Zone) I Z ~ 675.07' (NA VD'88) .
3. The site benclunark is a mag nail set approxi1nately
40 feet east of the centerli11e of Dove road, said
mag nail being approxin1ately 225 north of the
intersection of Hidden Spring Court attd Dove
Road. The benchn1ark has the follo,ving values X =
2,373 ,155.14'1 Y ~7,039,995.61' (Texas Coordinate
System of 1983, Central Zouc) I Z ~ 615.54'
(NAVD'88). 2016.200.001 Quail Hollow, Westlake -Phase I FINAL PLATdwg
1t;i 2016 JPH Land Surveying, Inc. -All Rights Reserved
807 Bluebonnet Drive, Suite C Keller, Texas 76248
Telephone (817) 431-4971 www.jphlandsurveying.com
TBPLS Fim1 #10019500 #10194073 #10193867
420 JOHNSON RD. SUITE 303
KELL ER, TEXAS 76248
817.337.8899
WWW.DEOTTE.COM
DEVELOPER
ELLIOTT CA PIT AL
935 W. DOVE
SOUTHLAKE, TX 76092
214.435.3570
OWNER
POLYGON ENTERPRJSES
1755 DOVE RD.
WESTLAKE, TX 76262
CONTACT: ROLAND ARTHUR
817.917.6042
~ti~ ~t00n)il1 , Y•\111-i-
CHAIK'lll AN TUWN "TARY ' ' '-'
4. The pnvate road ease111ent shall be open to
e1nergency services units, solid \Vaste collection
DFW I Austin I Abilene
5
6.
7.
8.
9
agencies and utilities specifically approved by the
T om1 of Westlake. Th e surface 111aintcnat1ce shall
be responsibility of either the property 0""11er or
homeoV\'llers association no buildings, fences, trees,
shrubs or other in1p roven1ents or growths,
constructed, reconstructed or placed upon or across
the ease1nent.
No easements will be allowed by separate
instrument \vithout V11ri tt en approval fron1 the Town
of Westlake.
Easen1ents shown 'vithin the bounds of this plat
\vithout recording infonnation are hereby dedicated
by this plat.
"X-LOTS" are to be O\\Tied and maintained by the
Homco\\II!Crs Associat ion for open space.
Any proposed grading \vithin a restricted grading
casen1cnt sho\vn on thi s plat 1nust designed and
scaled by a licensed civ il engineer and approved by
an independent third·p arty civil engineering
consultm1t hired by the Quail Hollow Home
0\\11er's Association and/or Architectural Revie\v
Board prior to construction. Any submitted design
shall include a state1nent that the proposed
in1provc1ncnts do nol negatively in1pact the
integrity or perforn1an ce of the existing dant. Any
improve1ucnts n1ade \Vithin this easc1nent without
prior authorization n1a y be ren1oved atid the dam
restored to original or better condition at the
homeowner's sole expense.
Building lll1es/setbacks arc shoVi'n but not labeled
per the Town of W estlake. See typical building line
detail for setback information_
Linc Data Table Curve Data Table
Li ne # Distance Bearing Curve Ii Arc Radius Delta Chord Dearing Chord
Ll 82.18' N46"01'20''W Cl 34.13' 60.00' 032°35'38'' N29°43'3l"W 33.67'
12 106.12' S12°00'22"E c2 87.43' 232.50' 021 °32'43" S8I 0 59'43"W 86.91'
L3 35.00' SOl "48'51 "W CJ 82.93' 367 .50' 012"55'45'' N08°4 1'49"W 82.75'
L4 44_98' N18"46'3 9"W C4 14 .22' 1782.50' 000"27'26" Nl2°09'5l"E 14_22'
L5 39_94' Nl5°09'4 1"W CS 29.57' 1153.14' 001 °28'10" S8 1°27'38"E 29.57'
L6 51.21' N02°13'57"'i\I C6 95.32' 1165.14' 004"41'14·1 S84°32'20"E 95.29'
L7 97.00' S20"12'24"W C7 105 .10' 229.60' 026°13 '43" N76°30'49"Vl 104.19'
LR 124.24' S74°43'50"W C9 137.56' 750.00' 010°30'33" N5 1°1 6'36"W 137 .37'
l.9 117.45' S87"35'02"E CIO 236.45' 500 .00' 027'05'43" N42 °59'01 "W 234.25'
L IO 70.00' N02°24'58"E Cll 258.95' 150 00' 098'-'54'43" N21 °06'28"E 227.97'
l.11 117.44' N87°35'02"W C12 66.28' 79 50' 047°46'05" N44°04'21"W 64 .38'
L l2 55.84' 880°43'33''£ C13 74.39' 54.50' 078"12'16" S32°06'38"E 68.75'
Ll3 12.00' S07°48'17"W C14 64 .39' 79.50' 046°24'11" N03°00'48"E 62.64'
L14 103.53' N88°1 1'47"E ClS 112.78' 54.50' 118°34'09" N66°16.34"E 93.71'
Ll5 l00.77' N82°56'0 1"E CL6 54.09' 35()_()()' 00!1 °51'16" N78°16'08"E 54.04'
L17 21.12' N87°50'46''E CL7 72.04' 150.00' 027°3 J '07" N87°36'04"E 71-35'
Ll8 16.00' S02°09'14"E C18 72.75' 54.50' 076°29'09" N40°23 '49"W 67.47'
Ll9 19.33' S87 °50'46"W C20 l l 1.98' 54.50' 117°43'35" S47°30'10"E 93.30'
L20 18.04' S28 "38'03"W C21 43.20' 350.00' 007''04'20" NJ7°28'12 "W 43 .17'
L26 37.00' Sll 0 21'37"W C22 122.68' 250.oo· 02&0 07'01'' N27°59'33"W 121.46'
L27 10.00' N63°18'42''"\\1 C23 127.18' 54.50' 133°42'15" N24°14'52"Vv' 100.22'
L28 10.72' N26°47'27"E C24 102.11' 54.50' 107°21'05" S83 °43'12"E 87.82'
L29 12 .80' N37°2l '42"W C25 57 .3 4 ' 54.50' 060°17'01" S00°05'5l"W 54.73'
L30 15.37' s52°3s·1s~w C26 \95.l<}' 150.00' 074°33'32" N33°17'04"E 181.11'
L3 1 5.92' Sl2°51'38"W C27 31.28' 167.50' 010°41'57" N01 °21'17"E Jl-23'
L32 13.35' N35"16'36"W C28 108.62' 150.00' 041 °29'22" N16°45'00"E 106.2 6'
L33 15.17' N19°40'23"E C29 33.72' 150.00' 012°52'53" N3I 0 03'14"E 33.65'
L34 14 33' N65°13'16"W C30 30.77' 150.00' 011 °45'10" Nl8°44'13"f. 30.71'
L35 17.16' N65°26'27"W C31 101.71' 250.00' 023°18'37" 875°55'44"£ 101.01'
L36 8.69' N47"56'56"E C32 216 .56' 200.00' 062°02'29" S33°15'l l"E 206.14'
L37 C33 78.98' 350.00' 012°55'45" S08°41'49"E 78 .81'
L38 16.43' S00°45'39''W C34 78.23' 250.00' 017''55'46" N83°48'1 l"E 77 .91'
L39 14.26' S34°06'16"E C35 36.20' l SOJXJ' 013°49'40" Nl9°46'28"E 36.11'
L40 9_50' Sll 0 21'37"W C36 67.02' 54.50' 070°27'16" S40°37'45''W 62.87'
L41 185.79' Nl6°21·57"lJ..' C37 72.09' 54.50' 075°47'17" S32 °29'31"E 66.95'
L42 18_26' S73°14'22"E C38 78.69' 54.50' 082°43'19" S68°I5 '11''W 72.03'
L43 18.26' S52°24'4S"E C39 (J8_26' 54.5 0' 071'-'45'58" S08°59 '28"E 63.89'
L44 34.%' S28"20'53"E C40 29.07' 69.50' 023"57'42" S41 °05'll"E 28 .85'
L45 4 5.00' N69"21 '20"W C41 72.75' 54.50' 076°29'09" N40°23'49"W 67.47'
L46 25.37' N28°20'53"W C42 15.20' 54.50' 015 °58'32" N65°38'47"F. 15.15'
L47 2.36' -N52°24'45"W C43 56.89' 54.50' 059°48'45" s21°45'08''W 54.35'
L48 194.65' S48°19'27''E C44 105.47' 54.50' 110°52'37" Sl5°46'27''E 89.76'
L49 36.31' S81 °44'3 8"E C45 113.30' 132.50' 048°59'34" S03°51'06"E 109.88'
L50 90.38' N48"19'27"W C46 74.82' 87.50' 048°59'34" N03°51'06"W 72.56'
L5l 76.62' S33° J 1 '35"E C47 149.27' 99.50' 085°57'21" N23°l9'13"\V 135.66'
L52 89.62' N48°19'27''W
L53 7.32' N85°25'32"W
L54 9.47' S85 c24'50''E
L55 12.05' S04 °34'28"W
L56 28.27' S48 °19'27"E
Surveyor's Certification
I, Eric Zollinger, a Registered Professional Land Surveyor in the State of Texas, hereby state, to
the best of my kno,vledge and belief, this plat hereby represents an on-the-ground sun:ey
perfonned by me and all the property con1ers are marked as indicated.
Eric Zollinger
Registered Professional
Land Surveyor No. 6357
En1ail: eric(_~jphls.com
FINAL PLAT
OF
THE ESTATES OF QUAIL HOLLOW
PHASE!
BEING
64.203 ACRES
SITUATED IN
Leroy Boggess Survey, Abstract No. 196
Memucan Hunt Survey, Abstract No. 756
Heirs ojCharles M Throop Survey, Abstract No. 1510
TOWN OF WESTLAKE
TARRANT COUNTY, TEXAS
SHEET 2 OF 2
THIS PLAT FILED AS DOCUMENT NO _Q_~J~ ~ _'tJ~_;;, ___ DATE _/¥-t-f b
PREPARED ON: OCTOBER, 12 2016
MARY LOUISE GARCIA
COUNTY CLERK
..............
:(i * -t,~ ~ < . ~ . ~ ~1
~ 1:" . &; : . . 100 West Weatherford Fort Worth , TX 76196-0401
.. ~a·e·· ~OlJN.~·~1-.
• I
·.... Jiit.·· --------------------... . ...... ··········
QUAIL HOLLOW DEVELOPMENT LLC
935 W DOVE RD
SOUTHLAKE, TX 76092
Subm itter: QUAIL HOLLOW
DEVELOPMENT LLC
PHONE (817) 884-1 195
DO NOT DESTROY
WARNING -THIS IS PART OF THE OFFICIAL RECORD.
Fil ed For Registration : 12/14/2016 3:45 PM
Instrument#: D216291903
PLATA 9 PGS $89.00
'-. li'f _} -"
B . , P-"?JO&{µ-Q~ -t<-o.-> .:...~ y. -11----,.__ _______________ _
0 2 16291903
A NY PROVISION WHICH RESTRICTS THE S
BECAUSE OF COLOR OR RACE IS IN~~~i;!~6AULNOERNUSE OF THE DESCRIBED REAL PROPERTY
FORCEABLE UNDER FEDERAL LAW.
Quail Hollow Phase 2A Final Plat
Res 16-44
MONUMENTS I DATUMS I BEARING BASIS
CRS o 1/2" rcbar stan1ped "JPH Lan~ Surveying" set . "
MNS o Mag nail & washer stamped JPH Land Surveymg set
TBM -0-Site benclunark (see vicinity 111ap for general loc~t1011)
Coordinate values, if shown, arc US.SyFt.ffxCS , 83,NCZ
Elevations if shown, arc NA VD'88
Bearings a~e based on grid north (TxCS,'83,NCZ)
LEGEND OF ABBREVIATIONS
US .SyFt. United States Survey Feet
TxCS,'83~NCZ Texas Coordinate Syslem of 1983, North Central Zone
NAVD'88 Nortl1 American Vertical Datum of 1988
P .R.T.C.T. Plat Records of Tarrant County, Texas
O.P.R.T.C.T. Official Public Records of Tarrant County, Texas
D.R.T.C.T. Deed Records of Tarrant County, Texas
VOL/PG/INST# Volun1e/Page/lnstrun1ent Nu1nber
POB/POC Point of Beginning/Point of Com1ncncing
ESMTIBL Easement/Building Line
BFE Base Flood Elevation Graphically Depicted per FEMA Map
W.S.E.G.D. Water, Sewer, Electric, Gas and Duct Bank Easentent
FLOOD ZONE CLASSIFICATION
This property lies within ZONE(S) AE aud X of the Flood
Insurance Rate Map for Tarrant County, Texas and
Incorporated Areas , inap no. 48439C0085K, dated
2009/09/25, via scaled 111ap location and graphic plotting
and/or the National Flood Hazard Layer (NFHL) Web Map
Service (WMS) at http://hazards.fema.gov.
Drafter: PL
Drafter/Revision: JHB l l/l 8/20 l 6
Drafter/Revision: PL 12/12/2016
Drafter/Revision:
Drafter/Revision:
Drafter/Revision:
Drafter/Revision:
0 DENOTES STREET
NAME CHANGE
ENGINEER
DEOTTE, INC.
420 JOHNSON RD . SUITE 303
KELLER, TEXAS 76248
817.337.8899
WWW.DEOTTECOM
OWNER
POLYGON ENTERPRISES
1755 DOVE RD
WESTLAKE, TX 76262
CONTACT: ROLAND ARTHUR
817.917.6042
JPH Job No.
DEVELOPER
ELLIOTT CAPITAL
935 W. DOVE
SOUTHLAKE , TX 76092
214.435.3570
0 100' 200'
~-~ •• Scale : l" ~ 100'
2016.200.001 Quail Hollow, Westlake-Phase ll A FINAL PLAT.dwg
•Q 20 l 6 JPH Land Surveying , lnc. -All Rights Reserved
807 Bluebonnet Drive, Suite C Keller, Texas 76248
Telephoue (817) 431-4971 www.Jphlandsurveymg.com
TBPLS Firm #10019500 #10194073 #10193867
DFW I Austin I Abilene
I
I
~ TBMMNS
"V 67~.{17'
5
PARCEL264,PART3
INST.II 021111<13543
O.P.R_TC.T
/
POL YOON ENTERPRISES, INC.
VOL. 9339, PG. 1071
J)_R_T_C_l
/
LOT6
0-~~!N~8~5:"3~l1'3~6'J'E:.:24~1~.1~8~':::---i"'t°"
l LOT 7
I
( 1.272 ACRES
(55430± SQUARE FEET)
S27°25'39"W
14.72'
L24
C7
CRS
LOT 10
l.270 ACRES
(5 5330± SQUARE FEET)
\S'W .S.E.G.D.
BY THIS PLAT
-~--N87"46'03"E
271.63'
jl
BLOCK6
LOT9
1.015 ACRES I
(4 4 192± SQUARE FEET)
~
~
l;;f [i
II
'-'
L29
~
::;f1 250.97' ~f------,N=s~9•739=·,~1="w::--------i
;;/ /BLOCK4-I
LOT 2 C38 I
L
I 072 ACRES \ J 0 97± SQUARE FEET)
CRS
N: 704 1278.98
I
0
~
N
MNS
250.68' 17 .86' l N02 8~E'
S87°46'03"W ~ ~, ~~
I I ~ ~o o~+ _____ s_s_,9"_3_9S~7-"E=-----T--;1
I 1 r/J. ...l 212.09·
L26
C8
--L27
. I "'~ I LOT 8 I i5 ~\§
1.0 82 ACRES 1~ ~ 0
· (4711 5± SQUARE FEET) · u
™"''2·sd I
13.49'
"" I ~\ l-5' \V .S _E.G.D
5' 'NALL lvfAINTENANC'E
EASEMENT
(\
THIBPLAT LOT) / I
I 096 ACRES
~ \ _ · S18"-'i2'1 l"*
:\\ \ (47755±SrREFEET)
\_~>---;68-:;;.8;-'4-' -o·-~-4::,':::·'.(:9·;_-,__::IJ'.:4.::'..5~S'~---<~,_, ,:-../ S?B0 SS'24''W 28.S;i'
uo 0 c24 o u1 CRS 1Y70 °,1 ,5 · ::-.._ 78.54' S87°l3'56"E-t65.62' Lorix,BLOCKso -~,--~-.-----"'\!~ . O"tv
2 7 6' ........ /53 71· -----\..""'~ - _ 165.62' __ eRS--t--'6"'8.2L_!.=42.4 ·~.34'
CRS
TREET NAl\·IE
CHAN GE HERE
MNS ).,-~-N~89~·~4~0·~2~s·~·E~·~2~4~1.~oo~·~-c;;i,("~ N : 7039251.S9'(.-
B:IJ71443.30'
S88 °11'56"~
27.65' /
I
I
I
I
Ll3
-~ 'i '.'.' so~ \ M~P-<~Q
\) "''{;; i-' 0 233 ACRES ~~~~ '1 (10,168 ±S~~~E FEET)
~ ;> I ~THE SPECIAL WARRANTY DEED 0 VOL.1 4573, PG. 300
l---%~-~ \,,,_I ~ D.UCT
LOT9X
Ll2 LlO
L9
LOT22 )
1.328 ACRES
(57857± SQUARE FEET)
/ ~ •" ,~
_/
LOT 23
_J
163.56'
N85"28'43"W 159.82'
~"---c~2=--~--,,.....~~~~crc°"
DETAIL "C"
N.T.S. """~LS
C3
L8
N88°15'43"W 215.60'
\
\
\
I
I
J
POLYGON ENrERPR !SES, INC.
VOLUME 9339, PAGF. 1071
D.R.T.C.T.
HQ>irfil o~ fJ!hi!!.r:Jl,e51 M. liJ!.1'h~§Q'l\IJ
S'U!.~vev. AllJJ~t:!"~lliit ~@J. '!!.~to
1-1'\I· I lCAI'!(•
QUAIL HOLLOW DRJVE
I W:i11l,Jl,iiftm H. M~rtm S~~ey.
A1'ifilfl:ll'i!!.~t ~411!. '!!. 068
/
/
AsEE DETAIL "A"
T H O !JNl lERGh'.OUND
SANITl\RY SEWER LlNE
-------------,.,. ;;---_f__E -'.S~tvLEN r AGREEMENT
VOL 14616,PO 'J7
D RJCI
J -_..,,__ -----
-----....:::: - -:::=:::-------------------
C;; I
/
HJ WWH UNDERGROUND
ET.Er.TRJCHASEMENT
TO TRI-OJUNTY ELECTRIC~ INSI #D210231153
O P R.TCT
rJ /I LOTlR
N85°28'43"\V (I;/ \
fl/ I
190.40'
l.OT 1, BLOCK A
ROLAND ARTHUR ESTATE
IN ST_# 0210231153
O.P .R.T.C.T.
ROLAN D ARTHUR
lNST .# 0 210135810
0 .P.R.T.C .T .
{fi I
I{ I I
// I I
// I I I
// : I I
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DRAINAGE EASEMa'T
I!-."ST. # 02 1 0231153"--<-
0.P .R T.GT
/
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POLYGON ENTERPRISF ... <;;, TNC.
VOLUME 9339, PAGE 1071
D.RT.C .T.
\
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~7
0
LOT3
C5J
-o
L<JT 1 X, BLOCK &
-L33",_
c1 ~CO -o --L51
r CJ5
----"' ----~
/ 1s·w_s_Eoo _ _,?-- --------~~s
BY TJ-\J S \'LAT ~ CR~\)'-"j(._.----"\~L:O~T:9X~Jll·b-"i'.~CRPS~C~RS~· :----~\.\ _ _.\J
:;. L14 C6
L\5
CRS
T.OT2
5
DETAIL "A"
N.T.S.
(SEE SHEET 2 <>F 2
I
15'W_S _E_G_D \
BY nn.s PLAT ~
DETAIL "B"
FOR LmE AND CUR VE TABLE)
LOT I
RTCIIARD AND LEAH RENNHACK
VOL. 16840, PG. 269, D.R.T.C.T.
\
I
.,., -"' .,.,
en o<J
~~ <"' . 1-.Lltl.cnF-i
~ ~'" 0 u u El~
HIDDEN 3 i;::: :;J ~
SPRING '° .,, . o..
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~o '(<>'
\
COURT ffi <
RYAN AND ME LISSAH MOORE ~ ~
INST.# 0211231475, O.P.R.T_C_T_ 0 ~
LwRnARSfil·B_;\(_icf ,
·O
~
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,0. ~ ('-" f' ,<o ·1 1J 'Ip UNDERGROUND ·1'0 (<'J' -f..p,
SANTTAl-1._Y SEWER LINE ·1: J"d'I'. v~
EASEMENT AGREEMENT l7 <{'
VOL. 147 13, PG.310 J'.n
D.R.T.C.T. v/J'
OWNER:TOWN OF WESTLAKE
/
f-<
P-l
P-l ~
f-<
r:rJ
~ .• <· LOT ro
\g ~I .~ " c· ~ N
1; I
0
"
L (J J;l1.Il!:l2lli.9 L1NE_J
STREET
TYPICAL LOT SETBACK
DETAIL
VICINITY MAP
SCALE: l" = 2000'
u ·< " LOT I~ ~
·c
N
I
~BUJLDING L Wf!
\!/ .'(lf!K>•..'000 !JlVD
' ~ MOC/\ING:J/RD<r-'
= I,
'"
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FINAL PLAT
OF
THE ESTATES OF QUAIL HOLLOW
PHASE II A
BEING
30.276 ACRES
SITUATED IN
Leroy Boggess Survey, Abstract No. 196
Heirs of Charles M Throop Survey, Abstract No, 1510
Josiah Walker Survey, Abstract No, 1604
William H , Martin Survey, Abstract No. 1068
AND ALSO BEING A REPLAT OF LOT 1, BLOCK A,
ROLAND ARTHUR ESTATE
TOWN OF WESTLAKE
TARRANT COUNTY, TEXAS
SHEET I OF 2
CRS
THIS PLAT IS FILED AS DOCUMENT NO _Q_#l(o~j_ICifa'3 ___ DATE13t('fe1~
PREPARED ON: OCTOBER 12, 2016
ST A TE OF TEXAS
COUNTY OF
§
§
W11EREAS, Polygon Enterprises, Inc. according to the deeds
recorded in Volume 9339, Page 1071 and Volu1ne 14573, Page
300, of the Deed Records of Tarrant County, Texas, and Roland
Stene Arthur according to the deed recorded in Volun1e 10152,
Page 1991, of the Deed Re.cords of Tarrant County, Texas, and
Roland Arthur according to the deed recorded under Instmn1cnt
Nun1bcr D210135R10 of the Official Public Records of Tarrant
County, Texas , arc the O"\mcn; of that certain tract situated in the
Leroy Boggess Sunrey, Abstract No. 196, the Men1ucai1 Hunt
Survey, Abstract No. 756, and the Heirs of Charles M. Throop
Surve)', Abstract No. 1510, To\vn of Westlake, Tarrant County,
Texas, the herein described tract being a portion of said tracts to
Polygon Enterprises, Inc., and a portion of said tract to Roland
Stene Arthur and all of said tract to Roland Arthur; including all
of Lot I , Block I , Roland Arthur Estate, recorded under
Instrument Number 0210131153, Official Public Records,
Tarrant County, Texas, the subject tract being n1ore particularly
described as follo,vs:
Beginning at a Mag nail \vith a 1netal washer slatuped "JPH
Land Surveying" set in the east line of the tract described in the
deed to Polygon Enterprises, Inc. recorded in Volunte 9339, Page
1071, of the Deed Records of Tarrant County, Texas , srune being
in West Dove Road, from \vhich a 1/2 inch capped rebarstamped
"JPH Land Surveying" set bears NORTH 00 degrees 23 n1inutes
47 seconds EAST, a distance of 1,425.52 feet;
THENCE \vith the east line of the said Polygon Enterprises,
Inc. tract:
I. SOUTH 00 degrees 23 minutes 4 7 seconds WEST, a
distance of 210.11 feet to a Mag nail with a n1etal
\Vasher stan1pcd "JPH Land Survcy,ing" set:
2. SOUTH 15 degrees 54 minutes 43 seconds EAST, a
distance of 99.48 feet to 1/2 inch capped rebar
stan1ped "JPH Land SurvC)'ing" set at the north
comer of the Right of Way dedicated by plat
recorded under Instrun1cnl Number D2l0231152 of
the Official Public Records of Tarrant County ,
Texas;
THENCE SOUTH 52 degrees 34 degrees 23 seconds WEST,
with the north,vcst line of the said dedicated Right
of Way, a distance of 72.86 feet to a l/2 inch
capped rebar stamped "JPH Land Surveying" set at
the North con1cr of Lot l, Block A of Roland
Arthur Estate recorded under Instrun1ei1t Nun1ber
D210231 l52 of the Official Public Records of
Tarrant County, Texas, satne being the beginning of
a tangent curve to the right, concave to the north,
having a radius of 541.28 feet;
THENCE SOUTHEASTERLY with the arc of said tangent
curve, an arc length of 183 .39 feet (a chord bearing
of SOUTH 27 degrees 53 n1inutes 49 seconds
EAST, a chord distance of 182.52 feet, a delta angle
of 19 degrees 24 n1inutcs 46 seconds) to a 1/2 inch
capped rebar stan1ped "JPH Land Surveying" set ;
THENCE SOUTH 52 degrees 34 minutes 23 seconds WEST,
\Vith the n1osl easterly south line of said Lot 1,
Block A 242 00 feet to a 1/2 inch capped rebar
stamped "JPH Land Surveying" set;
THENCE
THENCE
SOUTH 00 degrees 43 minutes 02 seconds EAST,
\vitl1 the east line of said Lot 1, Block A, a distance
of 575.19 feet to a 1/2 inch capped rebar stan1ped
"JPH Land Surveying" set;
SOUTH 34 degrees 56 minutes 13 seconds WEST,
\vith the southeast line of said Lot 1, Block A , a
distance of 244.23 feet
THENCE SOUTH 67 degrees 38 seconds 44 seconds WEST,
with the south line of said Lot 1, Block A, a distance
of347.66 feet;
THENCE NORTH 00 degrees 43 minutes 02 seconds WEST,
with the \\'est line of said Lot 1, Block A, passing at
a distance of 70.04 feet a 1/2 inch capped rebar
•
' (
JPHJob No.
2016.200.001 Quail Hollow, Westlake -Phase II A FINAL PLAT.dwg
>\';> 2016 JPH Land Survey ing , Inc. -All Rights Reserved
807 Bluebonnet Drive, Suite C Keller, Texas 76248
Telephone (817) 431-4971 www.jphlandsurveying.com
TBPLS Finn #10019500 #10194073 #10193867
DFW, l Austin I Abilene
~,~~~
stan1ped "JPH Land Surveying" set, continuing on
said course \vith the \vest line of said Lot l, Block
A, in all, a total distance of 777 .55 feet to a 1./2 inch
capped rebar stan1ped "JPH Land SurvC)'ll1g" set;
stamped "JPH Land Survey·ing" set at the beginning
of a tru1gent curve to the right, concave to the north,
having a radius of 100.00 feet;
sta1npcd "JPH Land Surveying" set;
2. NORTH 74 degrees 43 minutes 50 seconds EAST, a
distance of 124.24 feet to a 1/2 inch capped rcbar
stantpcd "JPH Lai1d Surveying" set ;
THENCE through said Polygon Enterprises, Inc. tract:
l 7. WESTERLY with the arc of said tangent curve, an
arc length of 7.75 feet (a chord bearing of SOUTH
79 degrees 07 1ninutcs 55 seconds EAST , a chord
distance of 7 .75 feet, a delta angle of 04 degrees 26
n1inutes 26 seconds) to a 1/2 inch capped rebar
sta1nped "JPH Land Surveying" set at the point of
tangency of said curve;
3. NORTH 52 degrees 05 ininutcs 59 seconds EAST, a
distance of 199 .66 feet to a 1/2 inch capped rebar
stan1pcd "JPH Laitd Surveying" set:
'-'
1. NORTH 85 degrees 28 1ninutes 43 seconds WEST, a
distance of 159.82 feet to a l/2 i11ch capped rebar
stamped "JPH Land Surveying" set ;
2. SOUTH 49 degrees 45 minutes 36 seconds WEST, a
distance of 276 .69 feet to a 1/2 inch capped rebar
stainped "JPH Land Surveying" set ;
3. NORTH 88 degrees 15 minutes 43 seconds WEST, a
distance of 215.60 feet to a 1/2 inch capped rebar
stan1ped "JPH Land Surveying" set at the beginning
of a non-tangent curve, concave to the east, having a
radius of 232.50 feet;
4. SOUTHERLY \Vith the arc of said non-tangent
18 . SOUTH 81 degrees 21 n1inutes 08 seconds WEST, a
distance of 29.30 feet to a 1/2 inch capped rcbar
stantped "JPH Lru1d Surve).r ing" set;
19 . SOUTH 81degrees21minutes08 seconds WEST, a
distance of 97.99 feet a set 1/2 inch capped rebar
stan1ped "JPH Land Surveying" set in the \Vest line
of the Pol:ygon Enterprises , Inc. tract ;
curve, an arc length of 15.59 feet (a chord bearing THENCE NORTH 08 degrees 38 minutes 52 seconds WEST,
\vitl1 the \vest line of Polygon Enterprises , a distance
of 33.48 feet to l/2 inch c apped rebar stamped "JPH
Lm1d Surveying" set, san1e being the south comer
of Parcel 264, Part 2, recorded under Instrument
Number of D211043543 of the Official Public
of SOUTH 09 degrees 33 minutes 09 seconds
EAST, a chord distance of 15.59 feet , a delta angle
of 03 degrees 50 minutes 35 seconds) to a l /2 inch
capped rcbar stru.uped "JPH Land Surveying" set at
the end of the said curve:
5. SOUTH 11 degrees 28 minutes 27 seconds EAST, a Records of Tarrant County , Texas ;
distance of 36.69 feet to a 1/2 inch capped rebar THENCE \vith the peri111eter of Polygon Enterprises , Inc. tract,
staniped "JPH Land Surveying" set at the beginning the south line of said Parcel 264, Part 2, the
of a non-tai1gent curve to the right, concave to the follo"Vl 'ing calls:
west, having a radius of 517 .50 feet ; 1. NORTH 36 degrees 23 minutes 40 seconds EAST, a
6. SOUTHERLY \Vith the arc of said non-tai1gcnt
curve to the right, an arc length of 211.98 feet (a
chord bearing of SOUTH 00 degrees 15 n1i11utes 39
seconds WEST, a chord distance of 210.50 feet , a
delta angle of 23 degrees 28 n1inutes 12 seconds) to
a 1/2 inch capped rebar stainped "JPH Land
Surveying" set at the end of the said curve;
7. SOUTH 31degrees12 minutes 17 seconds EAST, a
distance of 51.05 feet to a 1/2 inch capped rcbar
stamped "JPH Land Surveying" set;
2. NORTH 81 degrees 26 minutes 33 seconds EAST, a
distance of 34.47 feet to a 112 inch capped rcbar
stainped "JPH Land Surveying" set, same being the
southeast comer of Parcel 264, Part 5 recorded
under Instrun1ent Nun1ber 0211043543 of the
Official Public Records of Tarrant county, Texas;
distance of 14.45 feet to a l/2 inch capped rebar THENCE NORTH 08 degrees 10 minutes 07 seconds WEST ,
8.
sta1nped 11 JPH Land Surveying" set ;
SOUTH 14 degrees 33 minutes 23 seconds WEST , a
distance of 35.00 feet to a 1/2 inch capped rebar
\vith \Vest line of said Parcel 264, Part 5, a distance
of 63.01 feet to a 1/2 inch capped rebar stan1ped
"JPH Land Surveying" set, being the northeast
sta1nped "JPH Land Surveying" set ; corner of said Parcel 264 , Part 5 ~
9. SOUTH 60 degrees 02 minutes 28 seconds WEST, a THENCE SOUTH 81 degrees 26 minutes 33 seconds WEST,
distance of 14.14 feet to a 1/2 inch capped rcbar \vith the north line of said Parcel 264, Part 5, a
statnped "JPH Land Surveying" set distance of 34.54 feet to a 1/2 inch capped rcbar
10. NORTH 74 degrees 57 n1inutes {)3 seconds WEST, a stan1ped "JPH Land Surveying" set, sa1ne being ai1
distance of 35.00 feet to a 1/2 inch capped rebar interior corner on the north line of said Parcel 264 ,
stan1ped "JPH Lru1d Surveying" set ;
11. NORTH 30 degrees 52 minutes 07 seconds WEST , a
distance of l4.36 feet to a 1/2 inch capped rebar
stai11ped "JPH Lru.1d Surveying" set;
12. NORTH 74 degrees 57 minutcs 32 seconds WEST, a
distance of 40.00 feet to a 1/2 inch capped rebar
stan1ped "JPH Land Surveying" set at the beginning
of a tangent cun'e, concave to the south having a
radius of95 .50 feet ;
13. SOUTHER.LY 'vith the arc of said tru1gcnt curve, an
arc length of 46.71 feet (a chord bearing of SOUTH
88 degrees 58 111inutes 12 seconds EAST, a chord
distance of 46.24 feet, a delta angle of 28 degrees 0 I
n1inutes 20 seconds) to a 1/2 inch capped rebar
stamped "JPH Lru1d Surveying" set at the beginning
of a reverse curve, concave to the north, having a
radius of351.80 feet;
14 . SOUTHERLY \Vith the arc of said reverse curve, an
arc length of 28.47 feet (a chord bearing of NORTH
79 degrees 20 minutes 13 seconds EAST , a chord
distance of 28.46 feet , a delta angle of 04 degrees 38
minutes 12 seconds) to a 1/2 inch capped rebar
sta1nped "JPH Land Surveying" set at the end of the
curve;
15. SOUTH 15 degrees 02 minutes 28 seconds WEST, a
distance of 16 .92 feet to a 1/2 inch capped rebar
stan1ped "JPH Lai1d Sun1eying" set ;
16. SOUTH 76 degrees 54 minutes 42 seconds WEST, a
distance of 90.96 feet to a 1/2 inch capped rcbar
THENCE
THENCE
1.
Part 2;
NORTH 53 degrees 36 minutes 20 seconds WEST,
with the north line of said Parcel 264, Part 2, a
distance of 5 l. 76 feet to a 1/2 inch capped rebar
sta1nped "JPH Lai1d Surveying" set, satne being the
north corner of Parcel 264, Part 2 ~
\Vith the \\'est line of Polygon Enterprises, Inc. tract,
the follo,ving calls :
NORTH 08 degrees 38 minutes 52 seconds WEST, a
distance of 240.80 feet to a Mag nail ,..,·ith a n1elal
washer slatnped "JPH Land Surveying" set at
beginning of a tangent curve to the right, concave to
the east, having a radius of 4,905.00 feet:
2 . NORTHERLY v:ith the arc of said tangent curve to
THENCE
the right , an arc length of 288.70 feet (a chord
bearing of NORTH 06 degrees 57 n1inutes 41
seconds WEST, a chord distance of 288.66 feet, a
delta angle of 03 degrees 22 n1inutes 21 seconds) to
a Mag nail with a metal "Vl'asher stan1ped "JPH Land
Survey·ing" set ;
through the interior of the tracts described in the
deeds to Polygon Enterprises , Inc. recorded in
Volume 9339, Page 1071 and Volume 14573, Page
300, of the Deed Records of Tarrant County, Texas ,
and Roland Stene Arthur recorded in Volume
10152, Page 1991 of the Deed Records of Tarrant
County, Texas, the follo,ving calls:
I. NORTH 89 degrees 40 minutes 25 seconds EAST, a
distance of 241.00 feet to a 1/2 inch capped rebar
Tri-Count)' Electric Cooperative approves the location
and abandonn1ent of the electric ease1ncnts sho,vn on
ENGINEER .
DEOTTE, INC. this plat
420 JOHNSON RD. SU~T :':LAKE;~ :::::;. ~ 1' 0 KELLER, TEXAS 7 it\ ............ * • / , D I 11 'l<-
WWW.DEOTTE. ijf { ": i~C~~~t;El~tri~-R_~~;s~~1t~ti~;-·-·-· ------. -D~t~-
~: ,, /
4. NORT H 20 degrees 12 n1inutes 24 seconds EAST, a
distance of97.00 feet 1/2 inch capped rcbar stan1ped
"JPH Land Sun'C)•ing" set;
5. NORTH 85 degrees 31 minutes 36 seconds EAST , a
distance of 241 18 feet to a 1/2 inch capped rebar
strunped "JPH Land Surv eying" set ;
6. SOUTH 02 degrees l3 tninutes 57 seconds EAST, a
distance of S l.21 feet a 1/2 inch capped rcbar
stainped "JPH Land Surveying" set at the beginning
of a tangent curve lo the left, concave to the cast,
having a radius of367.50 feet;
7. SOUTHERLY \vith the arc of the said taitgent cunre
to the left, an arc length of 82.93 (a chord bearing of
SOUTH 08 degrees 41n1inutes49 seconds EAST , a
chord distance of 82.75 feet, a delta angle of 12
degrees 55 n1inutes 45 seconds) to a 1/2 inch capped
rebar stamped "JPH Land Surveying" set at the
point oftai1gency of said curve;
8 SOUTH 15 d egrees 09 minutes 41 seconds EAST, a
distance of 39 .94 to a 1/2 inch capped rebar stamped
"JPH Land SurvC)'ing" set;
9 SOUTH 18 degrees 46 minutes 39 seconds EAST, a
distance of 44.98 feet to 1/2 inch capped rebar
struuped "JPH Land Survey·ing" set at the beginning
of a non-tai1gent curve lo the right, concave to the
south, having a radius o f 232 .50 feet:
10. EASTERLY with lhe arc of said tangent curve to the
right, an arc length of 87.43 feet (a chord bearing of
NORTH 81 degrees 59 minutes 43 seconds EAST, a
chord distance of 86 .9 1 feet , a delta angle of 21
degrees 32 n1inutes 43 seconds) to a l/2 inch capped
rebar stainped "JPH La nd Survey ing" set at the end
of said curve:
11. SOUTH 87 degrees 13 1ninutes 56 seconds EAST, a
distance of 165.62 feet to a 1/2 inch capped rebar
sta111pcd "JPH Land Surveying" set;
12 NORTH 01 degrees 48 minutes 51 seconds EAST, a
distance of 35.00 fe et to 1/2 inch capped rebar
stan1ped "JPH Land Surveying" set
13. NORTH 02 degrees 13 minutes 57 seconds WEST,
a distance of 349.05 feet to a 1/2 inch capped rebar
stainped "JPH Land Surveying" set;
14. NORTH 12 degrees 00 ininutes 22 seconds WEST, a
distance of 106.12 feet to a 1/2 inch capped rebar
stainped "JPH Land Surveying" set;
15. NORTH 59 degrees 49 tninutes 32 seconds EAST, a
distance of 289.46 feet to a Mag nail \vith a n1etal
\Vasher stamped "JPH Land Surveying" set;
16. SOUTH 46 degrees 01 minutes 20 seconds EAST, a
distai1ce of 82.18 fe et to a 1/2 inch capped rebar
statupcd "JPH Land Surveying" set at the beginning
of a non-tai1gent curve to the right, concave to the
southeast, having a radius of 60.00 feet ;
17. SO UTHEASTERLY with the arc of said
non-tangent curve to the right, ru.1 arc length of 34.13
feet (a chord bear ing of SOUTH 29 degrees 43
minutes 31 seco nd s EAST, a chord distance of
33.67 feet , a delta ai1gle of 32 degrees 35 minutes 3 8
seconds) to a Mag nail with a 1uetal \Vasher stan1ped
"JPH Land Survey ing" set at the end of said curve ;
18. SOUTH 89 degree s 39 minutes 37 seconds EAST , a
distance of 295 .7 3 retun1ing to the Point of
Beginning rutd enclosing 30.276 acres ( 1,318 ,842
square feet 1nore or less).
REVIEWED BY:
817.337.8899 ~ ·'*" ~ . ..
OWNER 0 ·. : CIJ
POLYGON ENTEKr ~ES " .-n~fl----.----------------,_'\
1755 DOVE RD. * " ...... · ~"OVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS
CON~;~~L~~A1;D7!~~HUR ON THIS THE ~_DAY OF D._aro~ 2016.
/'APPROVED BY THE PLANNING & ZONING COMMISSION OF°"
WESTLAKE, TEXAS ON THIS THE \_J.l __ DA Y OF \::!i_~, 2016.
817.917.61142
DEVELOPER
ELLIOTT CAPITAL
935 W. DOVE
SOUTHLAKE , TX 76092
214.435.3570
ATTEST:
-~v _/tlita
\. MAYOR
ATTEST: -/
___ /(..;_.;,.. __ ' --· CHAIRMAN J
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, ___ -·-·-----·-------·--does hereby adopt this plat,
designating the herein above described property as
an reserved for the purposes indicated. The utility and fire lai1e
ease1uents shall be open to the public, fire and police units, garbage
aitd rubbish collection agencies aitd the public mid private utilities
specifically approved by the To\\·n of Westlake for the use of a
particular easentent. The tnaintcnance of paving or ai1y other surfaces
on the utility and frre lane ease111ents is the sole responsibility of the
property O\vner. No buildings, fences, trees, shrubs or other
improve n1cnts or gro\\1hs shall be constn1cted, reconstructed or
placed upon, over or across the ease1ncnts as sho\Vll. Said easentents
being hereby reserved for 1nutual use and acconunodation of all
public utilities specifically approved by the Town of Westlake. Any
public utility specifically approved by the To\vtl of Westlake to use a
particular casen1ent shall have the right to re1nove and keep ren1ovcd
all or part of any buildings, fences, trees, shrubs or other
improve1nents or growths which in ru1y \Vay 1nay endai1ger or
interfere v.1itl1 the construction n1ai11tenance, or efficiency of its
systen1 on the easen1ent ru.1d that public utilit)' shall at all tin1es have
the right of ingress and egress to or from ru.1d upon the easement for
the purpose of constructing, reconstructing, inspecting, patrolling,
maintaining and adding to or retnoving all or part of its system,
subject to co111plying with all ordinances , rules, regulations mid
resolutions of the Town of Westalake, 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 n1eters, 1naintenru1ce
and service required or ordinarily perfom1cd by that utility.
Water n1ai.n and \Vastewater easen1ents shall also include additional
area of \vorking space for construction and n1aintenai1ce of the
systems. Additional area is also conveyed for installation and
maintenance of n1ru1holes, cleanouts, fire hydrants, water sen'iecs and
\vasle\vater services fron1 the ntain to the curb or paven1ent line.
Descriptions of these additional easen1ents herell1 granted shall be
deterrnined by their locations as installed.
This plat approved subject to all platting ordinances, rules ,
regulations , atid resolutions of the To\Vll of Westlake, Tarrant
County, Tex as .
WITNESS , my hand, this the ________ day of -----~
2016.
Signature
STATE OF TEXAS
COUNTY OF
§
§
BEFORE ME, the undersigned notary public, State of Texas, on this
day personally appeared -----------------·-·, kno\vn to 1ne to be
the person \.v hose name is subscribed to the foregoing instru1nent rutd
""-ho ackno,vledged lo n1e that he executed the same for the purposes
and considerations expressed therein.
Given und er my hand and seal of office this ______ day of
------· 2016 .
Notary Public, State of Texas
SURVEYOR'S NOTES:
I.
2.
3.
4 .
5 .
6.
7.
8
This survey \Vas performed with the benefit of a con1mittuen t
for title ntsurance provided by Ala1110 Title lnsurai1ce,
Commitment No. 6000181600323, and GF Number
atd-18-6000181600323-SL effective March 31 , 2016 and
issued April 15 , 2016 . Co1np letc copies of the record
description of the property, any record easc1nents benefiting
the property, the record easen1ents or servitudes ai1d covenants
affecting the property ("Record Docu1nents"), docun1ents o f
record referred to in the Record Docu1ncnts, and ai1y other
docun1enls containing desired appropriate information
affecting the property being survC)'ed ai1d to which the sun'e)'
shall make reference \Vere not provided to this survC)'Or for
notation on the sun'ey except for those items listed withll.1
Schedule B of said commitment. Therefore, easen1ents,
agreements, or other docu1ncnts, either recorded, or
unrecorded 1nay exist that affect the subject property that are
not sho,vn on this survey .
The site benclunark is a mag nail set in concrete near the fa ce
of curb on the south end of inedian approxin1ately 1366 f ee t
south of the intersection of Davis Boulevard and Dove Ro ad.
The bcncluuark has the follov,1ing va]ues X = 2,371 ,356.00'1 Y
=7,039,974.15' (Texas Coordinate System of 1983, Central
Z one) I Z ~ 675.07' (NA VD'88).
The site benchmark is a mag nail set approxi1nately 40 feet
east of the centerline of Dove road, said tnag nail be in g
approxi1natcly 225 nortl1 of the intersection of Hidden Spring
Court and Dove Road. The benchmark has the follov.1ing
values X ~ 2,373 ,155.14'1 Y ~7,039,995.61' (Texas Coordin at e
System of 1983, Central Zone) I Z ~ 615.54' (NAVD'88).
The private road easen1ent shall be open to en1crgency services
units, solid waste collection agencies and utilities specificall y
approved by the To"Wl.l of Westlake. The surface n1ainten ance
shall be responsibility of either the property o'\11e r or
homeo,V11ers association no buildings, fences, trees, shrub s or
other i1nprove1nents or growths, constructed, reconstructed or
placed upon or across the easen1ent.
No easements \\'ill be allo\ved by separate inslrun1ent "Vl'ith out
Vl'Titten approval frou1 the To,vn of Westlake.
Ease111cnts sho,.vn V11ithin the bounds of this plat 'vitho ut
recording infom1ation are hereby dedicated by this plat.
"X-LOTS" arc to be 0""11ed and maintained by the
Hon1eo\vners Association for open space.
Building lines /setbacks are shown but not labeled per the
Town of Westlake. See typical building line detail for setback
information.
Line Data Table Line Data Table
Line if Distance Bearing Line # Distance Bearing
L3 99.48' Sl5"54 '43"E L33 2.38' S66"16'33"'W
L4 12.&6' ss2 ~34"23"W L34 19 .20' N85 "53"4l"W
L S 36.69' Sl 1"28'27"E L35 96.3 1' S74"57'32"E
L6 14.45' S31 °12'17''E L36 27 .50' N15 "02'28"E
L7 35.00' S14 "33 '23"W L37 36.69' Nll 0 28'27"W
LS 14 .14' S60 "02'2R''W L38 35.20' N85 °15'25"W
L9 35.00' N74 °57'03'"W L39 72.00' N63 °00'04"W
L lO 14.36' S30 °52'07''E L40 68.55 ' S87°13'56''E
LI l 40.00' N74°57'32"W L41 163.73 ' 888"11'56 "£
Ll2 16 .92' Sl5"02'28"W L42 233 .07' N03 "22'06"W
Ll3 90.96' S76°54'42"W L43 126.81' Nl4"39'52''E
L14 29.30' S81 "21'08"W LSI 2.38' S66°16'33''W
LIS 97 99' S81 "21'08"V·/ L52 40 .01' S85 "53'4 l "E
L16 33.48' N08 C38'52"\V L53 16.7T N83 "59'44''E
Ll7 5 1 0 5' N36°23 '40"E L54 16 .77 S29"59'52"E
l.18 34.47' N8l "26'33"E L55 10.39' N63 °00'04"W
Lt9 63.01' N08"10'07"W L56 8.27 N85 "15'25"W
L20 34.54' S81 "26'33"W L57 10.3 9' S63 °00'04"E
L21 51.76' N53°36'20"W L58 8 .27' S85°15'25"E
L22 124 .24' N74°4 3'5 0"E L59 14.72' N52"09'14"E
L23 97 .00' N20°12'24"E L60 14.72' N42"40'05"W
L24 51.21' so2°13'57"E L61 36.69' N 11 °28'27"W
L25 39.94' Sl5°09'4l"E L62 13.81' N58"42'17"E
L26 44 .98' Sl 8"46 '39"f. L63 41 .14' S74 °57'32"E
L27 35 .00' N01 "48'5l"E L64 19.20' 885 "53'41"£
L28 106.12' N12"00'22"W L6 5 16.92' S15 °02'28"W
L29 82.\8" S46°01 '20"E L66 21.96' S75 °58'57"E
L30 37 .76' S87 °02'10"E L67 68.57' N75 "58'57"W
L3t 2.00' S04 °06'19"W L68 11.43' ss1 °21·08~w
L32 20.81' N85°53'4l"W L69 37.76' S87"02'10"E
Surveyor's Certification
l, Eric Zollinger , a Registered Professional Land Surveyor in the Stale of Texas, hereby state, to
the best of nly kno\vledge ai1d belief, this plat hereby represents an on-the-ground survey
perfom1cd by n1c and all the property con1ers are marked as indicated.
Eric Zollinger
Registered Professional
Land Sun'eyor No. 6357
Entail: eric (gljphls.con1
Curve Data Table
Curve # Arc Radius Delta Chord Bearing Chord
Cl 183.3 9' 541.28' 019°24'46'' S27 °53'49"E 182.52'
C2 15.SCJ 232.50' 003 °50'35" S09 "33'09''E 15.59'
C3 211.98' 517.50' 023°28'12" SOO "l5'39"W 210.50'
C4 46 .71' 95 .50' 028°01 '20" N88°58'12"W 46 .24'
CS 28.47' 351.80' 004°38'12" S79"20'13"W 28.46'
C6 7.75' 100 .00' 004°26'26" S79"07'55 "W 7.75 '
C7 82.93' 367.50' 012°55'45" S08"41'49"E 82.75'
C8 87.43' 232.50' 021 °32'43" N81 "59'43 "E 86 .91'
C9 34.13' 60 .00' 032°35'38" S29°43'3l"E 33 .67'
ClO 68.99' 52.00' 076°01'15 " N73 "51'59"E 64.04'
Cll 67 .78' 68 .00' 05 7°06'29" N64"24'36"E 65.01'
C12 87.77' 88.00' 057°08'44" S58 "27'48"E 84.18'
Cl3
C14
C!S
Cl6
Cl7
C18
Cl9
C20
C21
C22
C23
C24
C25
C26
C33
C34
C35
C36
C37
C38
C39
C40
C4t
C42
C43
C44
C45
C46
C47
C48
C49
cso
C51
60.60' 62.00' 056 °00 '15" S57 "53'34 "E 58.22'
44.69' 92.00' 027"49'46" S80 "11'26"W 4425'
29 .60' 68 .00' 024°56 '12 " S78 °44 '39"W 29.36'
119 .97' 33 5.30' 020°30"01" N78"32'14"\\' 119.33'
66.76' 62.01' 061 °41'11 " S80"52'03''W 63.58'
2 1.57' 11 3.00' 010°56'09" S80 "25'37"E 21.53'
231.39' 500.00' 026 °30'54" N01 "47'00"E 229.33'
11 6.53' 30 0.00' 0 2 2 "1 5 '21 ~ N 74 °07 '45 "W 115.80'
297.57 250.00' 068 °1 1'56" S22°37'3l"W 280.32'
13.98' 250 00' 003"12'11" N50°19'07''E 1.l 97'
&4.22' 250.00' 019 "18'09" N6 1°34 '17"E 83.82'
42.19' 2500.00 000°58 '01" S87 °42'56"E 42 .19'
151.86' 482.50' 0 18°01'57" N05 "38'53"E 151.23'
33.74' 77.50' 024°56'31" N02"11'36''E 33 .4 7'
18.23' 95 .50' 0 10"56'09" S80"'25 '37 "E 18.20'
36 .78' 84 .50' 024°56'12" S78°44'39"W 36.49'
122.76' 351.80' 019°59'35 " S7B "47 '27"E 122.14'
19.21' 54.5ll' 020°11'41'' Nl9"52'58"E 19.11'
16.79' 533.28' 00 1°48'14 " soor-33•44"£ 16.79'
152.89' 533.28' 0 16°25'35 " N09"40'38"W 152 .3 6'
54.29' 54.50' 057°04'25" N22"'"'33'5l"W 52.07'
126 .14' 54 .50' 132°36'27" N72°16'35"E 99.8 1'
4R.20' 267.S(Y 0 10"19'26" N06°J8'43"W 48 .1 4'
195 .78' 482.S<Y 023°14'56" N00"09'02"E 194 .44 '
24.91' 130 .50' 0 10°56'09" S80"25'J7"E 24.87'
26.25 ' 4 5.50' 033"03'1 l" S69°22'06"E 25 .R9'
18.23' 45.50' 022 °57'04" S41 °21'58"E 18.10'
5.80' 30.50' 0 10"53'50" S35'"20'21"E 5.79'
104 .23' 104.50' 05 7°08'44" S58"27'48 "E 99.96'
96.IJ' 119.50' 046"05'31" S52"56'12"E 93.56'
84.22' 84 .50' 057°06 '29" N64°24 '36"E 80.78'
7.05' 3 5.50' 01 1°22'16" N41 °32'29''E 7.03'
39.56' 100.00' 022°39'55" N87°1 8'55"W 39.30'
FINAL PLAT
OF
THE ESTATES OF QUAIL HOLLOW
PHASE II A
BEING
30.276 ACRES
SITUATED JN
Leroy Boggess Survey, Abstract No. 196
Heirs of Charles M. Throop Survey, Abstract No. 1510
Josiah Walker Survey, Abstract No. 1604
William H. Martin Survey, Abstract No . 1068
AND ALSO BEING A REPLAT OF LOT 1, BLOCK A,
ROLAND ARTHUR ESTATE
TOWN OF WESTLAKE
TARRANT COUNTY, TEXAS
SHEET 1 OF2
THIS PLAT IS FILED AS DOCUMENT NO Q~_j_'7:_;t'ff_<J.~3-_ __ DATEJ41.'(db
PREPARED ON: OCTOBER 12, 2016 ,ij