SN2246AWILLIAM MCNEIL SURVEY
ABSTRACT NO. 814
( REMAINDER OF TRACT 1DA
LH WILDRIDGE, LLC
DOC. No. 2017-20269. O.R.D.C.T.
GRAPHIC SCALE IN FEET
100 0 50 100 2D0
1" = 100' aQ 24X36
CONC. MON. W1 BRASS DISK FND.
'CORPS ENGINEERS K-933-3• (C.M.)
VISTA RIDGE ROAD
EXPEDITION DRIVE L19 "6Psfa`
ry18 35.,4
'
N89°50'20"E 607.79' IRSC L6 LS sT3 5104 17.33 N ❑ m\�o
IRsc IRsc L7 L57 " �11j 21.86' a fir, ❑ a` 15 97.00' c 95.34' 51 M 51.00' 51.00' 51.00' 51.00' 51.D0' 51.00' 58.45 _ S81 °03- \
`N (_J ' ❑ I ❑� �❑ ❑ ❑ ❑ g 1zo.oa sg.72' 49 �174.75° �� Nam ❑ a�\a\
o ` 3 3 3 ❑ N $ ❑ 23 j m ^ 52.99' 53 04 14 r0 c,4 ' N ❑ �-�
v$ $ $ v$ v$ v v o I. S86°53'22"E - m 1 N 12 �� 5.49 g1
g�'O ❑ �\'w 13 0'^ 14 �� 15 ?IN 16 6�N 17 ��� 18 g�$19 al$ 20 o�g 21 g�ih 12o.ao' Ilo °' ❑ h W ❑ •03' 48.71, L1 44.48' 46g❑ �N ❑ � t�� 1 '�'� 2�g 10.09 -5a ° 44
12 o z z z z z z z z I' ❑ 22 o N B• 1 m 2 !v , g ^ N 10
8 20' B.L. Z m N 5' o ra m 3 °M V 3❑ y ❑ P- ❑ W ❑ 9 eic� 20 50. U E C10
°lgy0 42.83' �51.00 51.00'- 51.00-51.00' t'51.001 51.00-51.00, 46.36 - -110.04'- - J 25' 25 `�� y ^ 4 O ey �j m `r , ,N N $ `�' 50y 10 5.03'
F 1 00 h 48.28' 20' B.! �` N N 6 0 �? m 8 m . 0.91, a C9 2925' 53
10'U.E. N 4.96' 49.38' m ^ y ^ 7 / 'r1Y� _1UUE' q6
_ N89°50'20"E 445.69' _ 148.58' 4- to
L
L54 TRAILWAY DRIVE "' N 1os9' __278.s' 1a' 49 3gs1 4ao 10'U.E. _ C7 U-E. 18,-
REMAINDER o _� g 10.6
s 50.00' 50.00'. 50.00' _50.00' 50.00'. 50.00, _50.00' S0.00'. 41.84' 53.21'. 53.21'_ 2.49"-70.86'-
TRACT F0117.00 1.5T
N89°50'20'E , 3.21' 53.21'_ � 10'U,E. �12.34'
CALLED 136.658 ACRES 125.00' I 20' B.L. _ 53-21'
THE RUDMAN PARTNERSHIP m I -53 21 CS
VOLUME 28", PAGE 42 I$ 10 0$ w w W b b o_ o 0 0 0 o w mw w w 53,21. 5 g 3q' - Y DRIVE
❑ N G o 55�854e853a852'�51�$50��49��48'$47g$46vc w 20 1-q3'. _TRAtt-Wp► r
47
R.P.R.D.C.T. IL N89°50'20'E Q H oo $ R $ N ii N P Py o N o N o N ,Q, N N N 45 r g 44 c$ v w B-L. 40.11' 47. 47 47 - 4i
125.00' O I� N 8' $ 8 Z" z N 43 $ g 42 `� 8 Jul n w a7.az
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089°5o'za•E �I O V �60.00' 915020Lai Loa Las ❑ ❑ z i 40 39 � 1 ��N 35
r•125.00' W I 50.00, 50.00' 50.00, 50.00' 50.00, 50.00, 50.00'- 3.86' 45.29' ao.ar !� L47 ❑ ❑ z °� 38 m 37 036 `S N a
$ o I ❑ ❑ ❑ ❑ ❑ ❑ ❑ g 8.25' 12.63' 36.52 32.13' L49 ❑ v •�'1`:9i ❑
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N89°50'20•E i o I o 8$ 8$ o v 8 8 3 U$ a❑- 00❑ 3 25.7s 33.21' 2s.34' a.33 20.90 -
125.00' 1 o w o an d in ❑ 23.3 LSD 36.14' Z 44
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CD19 ❑ 7 z5' 25' �' Z � Z Z Z Z � Z Z B m ;i In _N 13 � � 14 s? N ❑ 52.86' v,
Z i N89°50'20'E o L-_ 20' B.L. o m ^ of 15125.00' h �/
50.00' -50.00' 50.00'- 50.00_ •50.00' 50.00'- 50.00' -5o.W 44.59' •a9.2s• as.29'- �. 20'B.l.� ^ 16 ;$ _ ❑ 3 ❑ ,w
$ `� 'Z W 49.29- �n
❑ 6 10' U.E. N 4.77' �.29' 17 i,N/ y o,
$ N89°50'20"E 439.7T - 49•29-- y/ 18 h '7 K
N89°50'20-E - - - C1 49•29, ^/ m ^
125.01Y w ,a u.E. N 43T LEISURE PACE LANE 1p' u E. 49.29, y 19 h/ �ry
�� 4g..1 20 �o
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BLOCKA��1ui $ o $ 8 g g Y y w 20'e.L 80 54.a9' 6.99' 6.8j, 21
v
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Nes°So'2aE S89°50'20"W 460.00' f L42 t L41 ❑ 2 � 0 18 -
125.oa s13"IRFC J J L40 �L39 ❑ V 17
❑ 2 I o n' sre I 'IRFC
i n 518' IRFC 1 38 L37 ❑ 2 ❑ 2 J \
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N89°50'20'E J 1 2 3 4 5 6 7 1518'IRFC 15VIRFC�
s125.0(Y S0' 6 9 • 4 °OQ'34Q%b ❑ 16
$ ❑ 1 I
25, 5 10 11 •KFLq w 1S$, js° KHA' SM C
P.O.B. $ 16B_L. I - - - - -
Sre'IRFC 12 �
"KHA' _
Sre.KW_/ L13 N L12 SURVEYOR ROAD 13
14
51V IRFC
N •KHA" -- 15
m WILDRIDGE PHASE 3D `
G� DOC. NO.2017-503
31 P.R.D.C.T. IRFC
¢ W M 22 21
U- - H 20 IRFC
OJ I BLOCK J 19
Copyright ® 2019
IGndey-Horn and Associates, Inc.
All rights reserved
34
3 ❑
APPROXIMATE
SURVEY LINE
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LEANING
CONC. MON, Wl BRASS DISK FND.
CORPS ENGINEERS K433-2-
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(C.M.)
AGAINST DEAD 24' TREE FEN. COP.
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IRSC
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APPROXIMATE
SURVEY LINE
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❑ - -- -
15 u� LOT 16
�sC a HOA
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32 31WC
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33'a�P, ❑
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24 1 I
IRSC BLOCK L-34 \
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V1gTA R/pGE R`
REMAINDER OF TRACT 10A
LH WILDRIDGE, LLC
DOC. No. 2017-20259, O.R.D.C.T.
�m 30 I Ci) 18 77
LINE TABLE
LINE TABLE
LINE TABLE
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
L7
S44°50'20"W
14.14'
L21
N25"06'37W
4.38'
L41
N87"00'58"W
49.01'
L2
S45°09'40"E
14.14'
L22
S28°3525"E
55.11'
L42
N89"2624W
49.10'
L3
S44°50'20"W
14.14'
L23
S46"03'22"E
44.23'
L43
N89"33'53"W
49.34'
L4
N48°35'25"E
14.02'
L24
S70°59'09"E
20.00'
L44
N87"40'16"W
49.15'
L5
S40°21'04"E
14.52'
L25
S80"00'40"W
13.95'
L45
N85"44'08"W
49.15'
L6
S03°06'38W
7.88'
L26
N54°12'38"W
24.47'
L46
N83°47'59"W
49.15'
L7
S86"5322"E
120.00'
L27
S51"22'401W
127.40'
L47
N81'51'51"W
49.15'
L8
NO3"06'38"E
3.89'
L28
S77"35'31"W
65.27'
L48
N79°5542"W
49.15'
L9
N19°53'23"E
14.14'
L29
S81°13'25W
56.81'
L49
N7759'33W
49.15'
L10
N70"06'37W
14.14'
L30
S75°46'56"W
47.48'
L50
N76°13'57W
53.54'
L11
S00°09'40"E
110.00'
L31
S69'04'16"W
47.48'
L51
N82"08'12"W
50.77'
L12
S44"50'20"W
14.14'
L32
S63°30'46W
49.59'
L52
S85°111501E
63.39'
L13
S89"50'20"W
115.00'
L33
S53"2247W
85.48'
L.53
S83°00'131W
82.77'
L14
S76°55'47"E
102.74'
L34
S83°00'13"W
21.52'
L54
j S45-09-40"E
28.28'
L15
S84"47'55"E
90.40'
L35
S19"07'36W
169.81'
L55
N64"53'23'E
79.61'
L16
N69°31'34"E
91.38'
L36
N75"17'23W
49.00'
L56
S74"00'34"E
141.64'
L17
N64°54'31'E
126.22'
L37
N77°42'00"W
49.01'
L57
S86°53'22"E
50.00'
L18
N76°28'40"E
97.10'
L38
N80°18'55"W
49.00'
L19
N84°34'21"E
35.14'
L39
N82°21'28"W
49.00'
L20
N64°53'23"E
60,00'
LAO
N84-24-03-W
49.00'
/ ��. �O /
23
FUTURE 22
WILDRIDGE PHASE 4A
FUTURE Y
WILDRIDGE PHASE U
APPROXIA
SURVEY
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C1
16"09'06"
1370.00'
386.20'
N82°05'07"W
384.92'
C2
14°36'29"
470.00'
119.83'
S26"19'05"W
119.51'
C3
15"35'18"
275.00'
74,82'
N46°24'59"W
74.59'
C4
6°3845"
300.00'
34.80'
N67'33'02"W
34.78'
C5
15°4T06"
450.00'
123.98'
N26"54'24"E
123.58'
C6
141 "41'02"
50.00'
123.64'
S44°50'20"W
94.46'
C7
15°18'37"
1600.00'
427.54'
N82"30'21"W
426.2T
C8
44°14'30"
350.00'
270.26'
N83°01-42"E
263.59'
C9
20°49'10"
542.00'
196.95'
S71"19'02"W
195.86'
C10
16°50'15"
250.00'
73AT
N73°18'30"E
73.20'
C11
13°30'43"
300.00'
70.75'
S31°51'59"E
70.58'
C12
I 1°3T56"
275.00'
1 7.83'
N73-11-36-W
7.83'
LEGEND
D.R.D.C.T.
DEED RECORDS DENTON
COUNTY, TEXAS
O.R.D.C.T.
OFFICIAL RECORDS DENTON
COUNTY, TEXAS
P.RD.C.T.
PLAT RECORDS DENTON
COUNTY, TEXAS
IRSC
5/8" IRON ROD WITH RED PLASTIC
CAP STAMPED "KHA" SET
IRFC
IRON ROD WITH PLASTIC
CAP FOUND
C.O.E.
CONCRETE MONUMENT WITH
BRASS DISK STAMPED
VICINITY MAP N.T.S.
/� Z
' � DOE �...
SITE
71
"CORPS OF ENGINEERS"
Notes
(CM)
CONTROLLING MONUMENT
1.)
All comers are 5/8" iron rods set with a plastic cap stamped "KHA" unless otherwise
P.O.B.
POINT OF BEGINNING
noted.
P.O.C.
POINT OF COMMENCING
H.O.A.
HOMEOWNER'S ASSOCIATION
2.)
All bearings shown are based on grid north of the Texas Coordinate System of 1983,
A.E.
ACCESS EASEMENT
North Central Zone (4202), North American Datum of 1983. All dimensions shown are
B.L.
BUILDING LINE
surface distances. To obtain a grid distance, multiply the ground distance by the
Project Combined Factor (PCF) of 0.9998515011.
U.E.
UTILITY EASEMENT
D.E.
DRAINAGE EASEMENT
3.)
All HOA lots are to be owned and maintained by the Homeowner's Association.
R.O.W.
RIGHT-OF-WAY
S.S.E.
SANITARY SEWER EASEMENT
4.)
The lots depicted on this plat lie within the City of Oak Point and the City of Oak Point's
S.W.E.
SIDEWALK EASEMENT
E.T.J.
W.L.E.
WATER LINE EASEMENT
• The majority of Lot 28, Block L and Lot 12, Block N lie within the City of Oak Point
W.M.E.
WALL MAINTENANCE EASEMENT
and shall comply with the requirements of PD-13. These lots shall be included in
V.A.M.
VISIBILITY ACCESS AND
the total number of lots allowed within PD-13 and future amendments.
MAINTENANCE EASEMENT
• The majority of Lot 13, Block N lies within the City of Oak Point E.T.J. and shall
®
10'x10' ELECTRIC
comply with the requirements of the Amended and Restated Development
TRANSFORMER EASEMENT
Agreement between the City of Oak Point and CR-TDI, L.L.C. dated September 26,
INDICATES STREET
2013. This lot shall be included in the total number of lots allowed by this
NAME CHANGE
agreement and future amendments.
5.)
According to Community Panel No. 48121 C0415G, dated April 18, 2011 of the National
Flood Insurance Program Map, Flood Insurance Rate Map of Denton County, Texas,
Federal Emergency Management Agency, Federal Insurance Administration, as
LOT SIZE KEY
affected by Letter of Map Amendment Case No. 16-06-1597A, effective date April 22,
2016, a this property is not within a special flood hazard area. This flood statement
does not imply that the property and/or the structures thereon will be free from flooding
0 LOTS 50' MINIMUM WIDTH & 109 LOTS
or flood damage. On rare occasions, greater floods can and will occur and flood
EXCEEDING 6,000 SQ. FT.
heights may be increased by man-made or natural causes. This flood statement shall
not create liability on the part of the surveyor.
Ir- I I r
20
J JI
m LOT m
in inl
IJ
m
�rn
JI
LOT m
�I
10' U.E.
•k -INCREASE TO 20' FOR KEY LOTS
rt
NOTICE
Selling a portion of this addition by metes and
bounds is a violation of state law and is subject to
fines and withholding of utilities and building permits.
lt
LU
UJ
SN2246A C24,G01,S10*/S05,PID25,PID42,PID51,PID55,W43
66358 A0814A W MCNEIL TR 2, 4.48AC/PT
96148 A0814A W MCNEIL TR 1(LE ISD), 13.47AC/PT
38755 A0814A W MCNEIL TR 1(DENTON ISD), 0.5AC/PT
44143 A1204A E.A. SHAHAN TR 7,0.9AC/ALL
44150 A1204A E.A. SHAHAN TR 1-6,5A,6A, .908AC/PT
FINAL PLAT
WILDRIDGE
PHASE 4B
20.258 ACRES
BLOCK A, LOTS 1-23; BLOCK K, LOTS 18-35;
BLOCK L, LOTS 1-20 & 29-56;
BLOCK M, LOTS 1-15; BLOCK N, LOTS 11-16
109 RESIDENTIAL LOTS AND 1 H.O.A. LOT
WILLIAM MCNEIL, ABSTRACT NO. 814 &THE
ELIZABETH A. SHAHAN SURVEY, ABSTRACT NO. 1204
DENTON COUNTY, TEXAS
■
Kim y))) e Horn
5750 Genesis Cou
, Suite 200 Tel. No. (972) 335-3580
Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779
Scale Drawn by Checked by Date Project No. Sheet No.
1" = 100' JMH KHA MAR. 1 OF 2
OWNER:
LH WILDRIDGE LLC
do Ashlar Development, LLC
400 E. Las Colinas, Suite 1075 Filed for Record
Irving, Texas 75039 in the official Records Of:
Phone:469-513-5607 Denton County
Contact :Jesse Childers, P.E. On: 10/22/2019 11:47:39 AM
In the PLAT Records
WILDRIDGE PHASE 48
APPLICANT: Doc Number: 2019-435
Number of Pages: 2
Kimley-Hom and Associates, Inc. Amount: 100.00
6160 Warren Pkwy., Suite 210 Order..#:201910220p0310
Frisco, Texas 75034 By: DP
Phone:972-335-3580
Fax:972-335-3779
Contact :Casey Ross, P.E.
Fi
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a
Z
OWNER'S CERTIFICATE
WHEREAS LH WILDRIDGE, LLC is the sole owner of a tract of land situated in the William McNeil Survey, Abstract No.
814, City of Oak Point, Denton County, Texas, and being a portion of a called 191.237 acre tract of land, described as Tract
10A, conveyed to LH Wildridge, LLC, as evidenced in Special Warranty Deed recorded in Document No. 2017-20269 of the
Deed Records of Denton County, Texas, and being more particularly described as follows:
BEING a tract of land situated in the William McNeil Survey, Abstract No. 814 and the Elizabeth A. Shahan Survey, Abstract
No. 1204, City of Oak Point, Denton County, Texas and being a portion of a called 191.237-acre tract, described as Tract
10A in a Special Warranty Deed to LH Wildridge, LLC, recorded in Document No. 2017-20269, Deed Records, Denton
County, Texas, and being more particularly described by metes and bounds as follows:
BEGINNING at a 5/8-inch iron rod with plastic cap stamped "KHA" found for the westernmost northwest comer of Wildridge
Phase 3D, according to the plat thereof recorded in Document No. 2017-503, Plat Records, Denton County, Texas, same
being on the northerly right-of-way line of Surveyor Road (50 foot right-of-way, Doc. No. 2017-503, said Plat Records), same
also being on the westerly line of said Tract 10A and the easterly line of a called 136.658-acre tract of land described in
Conveyance, Assignment, and Deed to The Rudman Partnership, recorded in Volume 2844, Real Property Records, Denton
County, Texas;
THENCE North 0"09'40" West, departing the northerly right-of-way line of said Surveyor Road and along the common line of
said Tract 10A and said 136.658-acre tract, a distance of 705.00 feet to a 5/8-inch iron rod with plastic cap stamped
"KHA" set (hereinafter referred to as an iron rod set) for comer;
THENCE departing said common line and crossing said Tract 10A the following courses and distances:
North 89°50'20" East, a distance of 607.79 feet to an iron rod set for comer;
South 3"06'38" West, a distance of 7.88 feet to an iron rod set for comer,
South 86"5322" East, a distance of 120.00 feet to an iron rod set for comer;
North 3"06'38" East, a distance of 3.89 feet to an iron rod set for comer;
South 86°53'22" East, a distance of 50.00 feet to an iron rod set for comer,
South 81 "03'49" East, a distance of 174.75 feet to an iron rod set for comer;
South 76"55'47" East, a distance of 102.74 feet to an iron rod set for comer;
South 84"47'55" East, a distance of 90.40 feet to an iron rod set for corner;
North 69"31'34" East, a distance of 91.38 feet to an iron rod set for comer;
North 64"54'31" East, a distance of 126.22 feet to an iron rod set for comer;
North 76"28'40" East, a distance of 97.10 feet to an iron rod set for comer;
North 84"3421" East, a distance of 35.14 feet to an iron rod set for comer,
North 64"53'23" East, a distance of 60.00 feet to an iron rod set for comer,
North 25"06'37" West, a distance of 4.38 feet to an iron rod set for comer,
North 64"53'23" East, a distance of 170.00 feet to an iron rod set for comer;
South 25"06'37" East, a distance of 180.00 feet to an iron rod set for comer;
South 28"35'25" East, a distance of 55.11 feet to an iron rod set for comer,
South 46"03'22" East, a distance of 44.23 feet to an iron rod set for comer;
South 70"59'09" East, a distance of 20.00 feet to an iron rod set at the beginning of a non -tangent curve to the right
having a central angle of 14"36'29", a radius of 470.00 feet, a chord bearing and distance of South 26"19'05" West,
119.51 feet;
In a southwesterly direction, with said curve to the right, an arc distance of 119.83 feet to an iron rod set for the end of
said curve to the right;
South 60"00'40" West, a distance of 13.95 feet to an iron rod set for comer,
North 54"12'38" West, a distance of 24.47 feet to an iron rod set at the beginning of a tangent curve to the right having a
central angle of 15"35'18", a radius of 275.00 feet, a chord bearing and distance of North 46"24'59" West, 74.59 feet;
In a northwesterly direction, with said curve to the right, an arc distance of 74.82 feet to an iron rod set for the end of
said curve to the right;
South 51 °22'40" West, a distance of 127.40 feet to an iron rod set for comer;
South 77"35'31" West, a distance of 65.27 feet to an iron rod set for comer;
South 81 *13'25" West, a distance of 56.81 feet to an iron rod set for comer;
South 75"46'56" West, a distance of 47.48 feet to an iron rod set for corner;
South 69'04'16" West, a distance of 47.48 feet to an iron rod set for comer;
South 63"30'46" West, a distance of 49.59 feet to an iron rod set for comer;
South 53"2247" West, a distance of 85.48 feet to an iron rod set for comer;
South 83"00'13" West, a distance of 21.52 feet to an iron rod set for comer;
South 25"46'20" West, a distance of 187.25 feet to an iron rod set at the beginning of a non -tangent curve to the left
having a central angle of 6"3845", a radius of 300.00 feet, a chord bearing and distance of North 67"33'02" West, 34.78
feet;
In a northwesterly direction, with said curve to the left, an arc distance of 34.80 feet to an iron rod set for the and of said
curve to the left;
South 19"07'36" West, a distance of 169.81 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found for the
northernmost northeast comer of said Wildridge Phase 3D;
Copyright ® 2019
Kimley-Hom and Associates, Inc.
All rights reserved
THENCE along the northerly line of said Wildridge Phase 3D the following courses and distances:
North 74°00'34" West, a distance of 155.75 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found for comer,
North 75*17'23* West, a distance of 49.00 feet to a 5/84nch iron rod with plastic cap stamped "KHA" found for comer;
North 77"42'00" West, a distance of 49.01 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found for comer,
North 80*18'55" West, a distance of 49.00 feet to a 5/8-inch iron rod with plastic cap stamped 'KHA" found for corner,
North 82"21'28" West, a distance of 49.00 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found for comer,
North 84"24'03" West, a distance of 49.00 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found for comer,
North 87"00'58" West, a distance of 49.01 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found for comer,
North 89"26'24" West, a distance of 49.10 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found for comer,
South 89"50'20" West, a distance of 460.00 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found for comer
on the westerly right-of-way line of Crossroads Court (50 foot right -of --way, Doc. No. 2017-503, said Plat Records);
South 0"09'40" East, along the westerly right-of-way line of said Crossroads Court, a distance of 110.00 feet to a
5/8-Inch iron rod with plastic cap stamped "KHA' found for the north comer of a comer dip at the intersection of the
westerly right-of-way line of said Crossroads Court and the northerly right-of-way line of said Surveyor Road;
South 44"50'20" West, along said comer dip, a distance of 14.14 feet to a 5/8-inch iron rod with plastic cap stamped
"KHA" found for the south comer of said comer dip;
South 89"50'20" West, along the northerly right-of-way line of said Surveyor Road, a distance of 115.00 feet to the
POINT OF BEGINNING and containing 20.258 acres (882,448 sq. ft.) of land, more or less.
OWNER'S DEDICATION STATEMENT
STATE OF TEXAS §
COUNTY OF DENTON §
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS:
THAT LH WILDRIDGE, LLC, acting herein by and through its duly authorized officers, does hereby certify and adopt
this plat designating the hereinabove described property as WILDRIDGE PHASE 46, an addition to Denton County,
Texas, and does hereby dedicate to the public use forever, the streets and alleys shown thereon.
LH WILDRIDGE, LLC, does herein certify the following:
1. The streets and alleys are dedicated to the Public for street and alley purposes.
2. All public improvements and dedications shall be free and dear of all debt, liens, and/or encumbrances.
3. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes
indicated on this plat.
4. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon,
over or across the easements as shown, except that landscape improvements may be placed in landscape
easements.
5. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use
or using the same unless the easement limits the use to particular utilities, said use by public utilities being
subordinate to the public's use thereof.
6. Public utilities shall have the right to remove and keep removed all or parts of any buildings ,fences, trees,
shrubs or other improvements or growths which may in any way endanger or interfere with the construction,
maintenance, or efficiency of their respective systems in the easements.
7. Public utilities shall at all times have the full right of ingress or egress to or from their respective easements for
the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to
or removing all parts of their respective systems without the necessity at any time procuring permission from
anyone.
8. All modifications to this document shall be by means of plat and approved by the City of Oak Pant, Texas.
This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Oak Point,
Texas.
Witness, my hand this the day of 2019.
LH WILDRIDGE, LLC,
A DELAWARE 4MITMLIABILITY COMPANY
BY: IX, :F
STEP . YETTS (or DANIEL JATTEN
AUTHORIZED SIGNATORY
STATE OF TEXAS §
COUNTY OFt)+\: n §
Before me, the undersigned authority, a notary public in an for the State of Texas, on this day personally appeared
SAMVdan 1✓_ , known to me to be the person whose name is subscribed for the purpose and
consideration therein expressed.
.d C s _.__e_a yr-
Given under my hand and seal this J'- day of _��.,L_ :� , 2019,
NOT PUBLIC IN R THE STATE OF TEXAS - in
rr0 n It-.�I Y,li� l
MY COMMISSION EXPIRES: O0, /1D2 /202a zl Y cor ,
SURVEYOR'S CERTIFICATION
KNOW ALL MEN BY THESE PRESENTS:
That I, Michael B. Marx, do hereby certify that I prepared this plat and the field notes made a part thereof from an
actual and accurate survey of the land and that the comer monuments shown thereon were properly placed under
my personal supervision, in accordance with the Subdivision regulations of the City of Oak Point, Texas.
Mich�rx
Registered Registered Professional Land Surveyor No. 5181Surveyor No. 5181
Kimley-Hom and Associates, Inc.
6160 Warren Pkwy., Suite 210
Frisco, Texas 75034
Phone 972-335-3580
Fax 972-335-3779
STATE OF TEXAS §
COUNTY OF COLLIN §
"41*0)
MICHAEL B. MARX
.........................,
` 5181
<•''�'POF 0?P�•Q
9,f,••.,,•ESS�„ .yo
0
SURD✓
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared
Michael B. Marx, known to me to be the person and officer whose name is subscribed to the foregoing instrument,
and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the i '- day of V 2019.
�`VVvd v'
Q A_W-RUA,�, -
Notary Public, State of Texas
CERTIFICATE OF APPROVAL:
CITY OF OAK POINT CITY COUNCIL:
DATE APPROVED: AU/Y,1
CITY MANAGER OR
CITY SECRETARY/CLERK:
v
Is
KRISTEN ELAINE PURCELL
Notary Public, State of Texas
Comm. Expires 07-26.2021
Notary ID 131222979
NOTICE
Selling a portion of this addition by metes and
bounds is a violation of state law and is subject to
fines and withholding of utilities and building permits.
FINAL PLAT
WILDRIDGE
PHASE 4B
20.258 ACRES
BLOCK A, LOTS 1-23; BLOCK K, LOTS 18-35;
BLOCK L, LOTS 1-20 8r 29-56;
BLOCK M, LOTS 1-15; BLOCK N, LOTS 11-16
109 RESIDENTIAL LOTS AND 1 H.O.A. LOT
WILLIAM McNEIL, ABSTRACT NO. 814 & THE
ELIZABETH A. SHAHAN SURVEY, ABSTRACT NO. 1204
DENTON COUNTY, TEXAS
Kio
my)))Horne
5750 Genesis Court, Suite 200 Tel. No. (972) 335-3580
Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779
Scale Drawn by Checked by Date Project No, Sheet No.
JMH I KHA I MAR. 2 OF 2
OWNER:
LH WILDRIDGE LLC
c/o Ashlar Development, LLC
400 E. Las Colinas, Suite 1075
Irving, Texas 75039
Phone: 469-513-5607
Contact: Jesse Childers, P.E.
APPLICANT:
Kimley-Horn and Associates, Inc.
56160 Warren Pkwy., Suite 210
Frisco, Texas 75034
Phone: 972-335-3580
Fax: 972-335-3779
Contact: Casey Ross, P.E.
Filed for Record
in the Official Records Of:
Denton County
On: 10/22/2019 11:47:39 AM
In the PLAT Records
WILDRIDGE PHASE 4B
Doc Number: 2019-435
Number of Pages: 2
Amount: 100.00
Order#:
By: DP
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3
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