SD5287ACATDENTON 35 THREE, INC.
N0. 2.013-14566'
D INVESTMENT LAND, LP.
HILLWOO
DOC. VOL. 4219, PG. 2150
S020 47'48"E
46.39'
1/2" IRE ° �� I ! TzDOT MON
64.,6' -----------------„ ------------1°° �M- ------------------------------------- ----------------- ---------------- ----- -I- - N86°32'27"�,
-------- - . Vq1. 542P3
50.00'- ---'-______--__-----_____
I- " 50.00' 53.00' 57.00' 161.00' 60.00' 60.00' 60.00' 60.00' 57.00' e 1 7Tj114FNMM
39.871
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Or �O.DO
-m- 6 2g _ _ G7 �k�1
K_INGSGARDEN ROAD (55'R.O.W.) S89°59'56"E 276.43' o - \_; �I °D
-"-�' U.E.-_- <, ^�-8'P.U.E 8'P.U.E. ` ��� 8'P.U.E. e'P.U.E. ` �� 59'S6" 71.42' -- B'P.U.E. om 589.59'8 "E 207.43' C4 C2 238.73'------- W N - L18 LOT 1 BLOCK Ji
589° 59'S6"E 183.83' V.A.M S89° 59'S6' E 295.00' V.A.M 295.00 V.A.M S89° E 6 V.AM. 6
10
3s. a _ _ _ - - _ - _ _ - - 0 3T f Yf Ld OPEN SPACE/DRAINAGE EASEMENT of
" �s 4 s3 c3 v.A.M. Of Co- 949 AC PI
11'D i_ 8' P.U.E. - - - < P.U.E. 75.32' m IN /
1 12 51 50 30 N 29 g o 3 2,5.Ss' (n wl
�"e = _ 3 lfi /`mi�l
I N89' 41' 0"E 589° 41'S0"W N89° 41'50"E 9° 41'50"W w o w o^ w a. <- _ Q
I S89. 41'50"W 12 .00' 12 0 . -
1- 1 0. w_ - w o w w 1 0 120.00' w b . a o 13 - _ 20 21 22 - 0 23 a z a - oo, o. o I"I ;
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0 Q i4- • 1/2" IRE .y 1/2" IRE 1/2 1 I 1/2" RE
N 1 ? d' w w ti/ - 123.07' 890 35'03" '
U) O / 152.B3' _* 1/2" IRE N W 1�02.5
54 4 o F
O j- ( o O U v = o L T BLOCK F v2 IRE N89° 34'S6"W 350.90' I
M 9 = = 7 0 26 - 11 oo 10 = 9 = 8 = 7 6 = 5 4 = 3 vN 2 o ry 1 OPEN SPACE/DRANAGE EASEMENT 55' R.O.W.) POINT OF BEGINNING
�o o h 7.184 AG ^3 SOVEREIGNTY DRIVE 1--------_-___
33 _ H a o o a
w m 2D.DD' m �. - - 1- ----------- - - 135i'I'W
o
35 THREE,INC W �� 8 0 55 m 34 = 9 z so w m < 8 P.U.E. _ _ _ _ _ _ _ 9 U CV =1 1051 50 03 79°'0/ 5� // 24.98' 1
_ o V.A.M.
1 1 - O 46 m
IN--------------
8' P.U.E. ^ Q / //
KINGSDOWN DRIVE (55' R.O.Wa % =i 6 R=1 69 4'
CATDEN70N 145663 Q1a U s 0 R 50. p
N0. 2013 1 _
50
DOC. N N1� W N = 56 = 45 ! _ - ses ssss E szss7 - - C9 �ry ^ L=j 92. 13 I 10
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p�n, 0 20 19 18 17 = 16 = 15 0 0 _ V /
p Iv,l _ Y z _ w 23 coo"' o 21 N o0 14 N N89°69'S6"W �' r d- 1 / R- 28a• 00'' ! I O in j
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= _I 1= ? 37 - 22 0 0 0 ,n 87 / I
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' 59 = 42 o g 3° ^ J
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200 RENAISSANCE DRIVE
1- Iw o O o� aFo
0
1= 3a 60 d 41 n o� 10 o rw6 1/2" IRE
(55'R.O.W.)
0 2 ,20:00' �"� OPEN SPACE/DRAIN �� Nes•ss'ss"W �'z j4o vr' IRFN89 34 56 W - 4 05'456W , pC.No.2b2 ------
o m o AGE EASEMENT o J I ----'s -- N 1 RIDGE% PHASE
1-----r---------------
I Nfis°a ° I II j
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d fit o 40 LOT 9 BLOCK H oww 120.00 KIN 8
o 1z62 m 39 m------------I N - S89° 41'50"W m TS 589° 41'S0"W a a r 1/2 RF
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1 1� 1 miO `0
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----_--_I __---1--_-_-{------
N 1 Iao's7'w ,4s.1s'� `'s r1IF12a7a,.� .•- 11w �\ O� - o .z 589°40'STE 424.92' °4 _ _--------� i C= 89.i'44'31 3 0 3 071 1 0 50 100 200
o V.A.M. o'= o 9.70 N°' 05
a" I 88.28' "466.62 BRONCO WAY - oN 3 i - I j 3 4-i 9 a SCALE 1" = 100'
---- -------------1/2' RF N89° 40'57"W 655.11' 1/2" IRF (n Q I j
1 1 0= 460 22' 3fi „ ,\ z -
--------j---------------�
II a . O, U i
- - - - rr------------------------------------------------- -------------------- /' - - --- _ I 5
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-------------- /� -----
- ry L= 18�. 12' i' v2" RF 0 18° 117_� 2611 -------------
I _ t / �' \ 1/2" IRF 1 L I T-__-_--_-
OF
C= 1' 7. 18 , r. R, 100;- 00 -i I
° / n ` h" 4)� 8= N 4° 03`�32 "W \ Vz"� L,� 31 .163' 11 L-----------
8, 6 1 1 A= 28 38 47 ry �, ��. / 1 31
R= 1000- 00 \� ,//}}
1 1 L= 499. 98' 4 ' N5y7° 14'4"W�� -�= Sq9° 28-`-4-7_',W 7
C= 494.78' /' /' 3 / '4iQ� 10 -
B= N75° 21 ' 34 "W ;, / ;' sS�F '�
BONNIE BRAE 2
Q /
HIGH SCHOOL ADDITION �\ \ '�� \ � /Q
DOC. NO. 2020-113
LOOP 288
PROJECT sLs N0.
LOCATION
RINEY ROAD
w
a
u
N
w
3 m
z
z
0
m
WINDSOR DRIVE
HWY. 380
LOCATION MAP
N.T.S.
I CORWIN JOB NO. 20051
10051o1at.dgn 17 4/202 33:3�
22 1 23
n
0
N
LOT 1 LOT 62
ELK K ELK H
N80°21'32"E S83°10'41"E
41.21' 7 70.02'
LOT 13 BLK K _ - _ _L0T 9 BLK H
33.54' 61.55'
10.02' 11.28'
VISIBILITY ACCESS EASEMEN'
LOT 9 BLOCK H
LOT 13 BLOCK K
MORGAN
DEBRA JOHNSOPG 809
VOL.
3245,
HILLWOOD INVESTMENT LAND, LP. 2150
VOL. 4219, PG•
I I I I !
7.55' 9.44'
56.19' 46.80'
:IN83-1023-12'W, t582°5500"W
61.77' 53.87'
5�
IISIBILITY ACCESS EASEMENI
LOT 51BLOCK H
LOT 12 BLOCK K
VISIBILITY ACCESS EASEMENT SCALE 1''-100' SCALE 1'-100'
LOT 1 & 23 BLOCK I
SCALE 1"-100'
NOTES
1. Bearings are referenced to Kings Ridge Phase I, as recorded in Doc.
No. 2020-288, in the Plat Records of Denton County, Texas.
2. All lot lines are radial or perpendicular to the
street unless otherwise noted by bearing.
3. %2" iron rods with "CORWIN ENGR. INC." caps set at all
boundary corners, block corners, points of curvature,
points of tangency, and angle points in public right-of-way
unless otherwise noted.
4. No floodplain exists on site.
10
S • 51'53"E
9.32' -"� 66.56'
VISIBILITY ACCESS EASEMENT
5. LEGEND LOTS 10 & 11 BLOCK I
IRF - Iron Rod Found SCALE T"-100'
C.M. - Controlling Monument
U.E. - Utility Easement
D.E. - Drainage Easement
W.E. - Water Easement
S.S.E. - Sanitary Sewer Easement
V.A.M. - Visibility Access Easement
P.U.E. - Public Utility Easement
P.E.A.E. - Private Electric Access Easement
6 - Street Name Change
6. All common areas to be dedicated to and maintained by the HOA.
7. The City of Denton has adopted the National Electrical Safety Code (The "CODE").
The code generally prohibits structures within 17.5 feet on either side of
the center line of overhead distribution lines and within 37.5 feet on either side
of the centerline of overhead transmission lines. In some instances the code
requires greater clearances. Building permits will not be issued for structures
within these clearance areas. Contact the building official with specific questions.
8. Bearings are based on the Texas State Plane Coordinate System, North Central
Zone, North American Datum of 1983.
9. There is a total of 834 inches of preserved trees contained in Lot 6 Blk F and
Lot 9 Blk H any future unauthorized land disturbing activity or construction activity
that would impact and/or damage the preserved trees is prohibited.
CURVE TABLE
7.55' 9.44'
56.19' � 46.80'
50 30
N85'03'12"W tS82°52'00"W
61.77' 53.87'
IISIBILITY ACCESS EASEMENT VISIBILITY ACCESS EASEMENT VISIBILITY ACCESS EASEMENT
LOTS 30 & 50 BLOCK H LOT 29 BLOCK H LOTS 7 & a BLOCK F
SCALE 1"-100' LOT 12 BLOCK I LOT 23 BLOCK I
SCALE 1"-100' SCALE 1"-100'
_ 113.73' 10.15'
N86°35'24"Wl --
121.09'
6
IISIBILITY ACCESS EASEMENT
LOT 6 BLOCK F
SCALE 1"-100'
CURVE NO.
DELTA
RADIUS
LENGTH
CHORD
BEARING
1.
32.57'01"
50.00'
128.33'
95.89'
N16.28'27"W
2.
23.13'53"
277.50'
112.52'
111.75'
N78.23'07"E
3.
40.29'38"
277.50'
196.12'
192.07'
S87001'00"W
4.
17015'45"
277.50'
83.61'
83.29'
N81.22103"W
5.
27°33'17"
200.00'
96.18'
95.26'
S13.46'42"W
6.
17.04'31"
252.50'
75.25'
74.97'
S19.01'05"W
7.
10.28'46"
252.50'
46.18'
46.12'
S05.14'27"W
B.
10.52'21"
252.50'
47.91'
47.84'
N05.26'06"W
9.
14.37'35"
200.00'
51.06'
50.92'
N82.41'09"W
10.
175.32'17"
50.00'
153.19'
99.92'
N62.13'47"W
11.
57.10'50"
61.00'
322.40'
58.38'
N70.05'56"E
1llil�iLlEl�y
LINE NO.
BEARING
DISTANCE
1.
N
51.11'31"
E
20.75'
2.
N
44.34'56"
W
14.14'
3.
N
45.25'04"
E
14.14'
4.
S
44°47'26"
E
14.09'
5.
S
45°00'04"
W
14.14'
6.
N
44059'56"
W
14.14'
7.
S
27.33'21"
W
47.54'
8.
N
60.24'18"
E
14.68'
9.
S
75.22'21"
E
27.57'
10.
S
35040'05"
E
15.56'
11.
N
45.09'03"
W
14.18'
12.
S
81.52'30"
E
17.69'
13.
S
44.50'57"
W
14.10'
14.
S
45.09'03"
E
14.18'
15.
N
89.41'50"
E
17.97'
16.
S
44.59'33"
E
21.33'
17.
N
45.00'27"
E
21.10'
18.
S
89.59'56"
E
23.28'
19.
N
00.00'04"
E
150.50'
20.
N
00.00'04"
E
15.00'
6 1
N83° 18'06"E S84. 38'12"E
53.07 (60.45'
46.09' 7 37' 55.01'
9.30'
VISIBILITY ACCESS EASEMENT
LOT 6 BLOCK F
LOT 18LOCK J
SCALE 1"-100'
FINAL PLAT
OF
KINGS RIDGE ESTATES
PHASE II
LOTS 6-8, BLOCK F
LOTS 9-62, BLOCK H
LOTS 1-23, BLOCK I
LOTS 1-46, BLOCK J
LOTS 1-13, BLOCK K
TOTAL LOTS 139
TOTAL RESIDENTIAL LOTS 135
TOTAL OPEN SPACE 4
TOTAL ACRES 43.635 (1,900,799.222 SQ.FT)
OUT OF THE
N. WADE SURVEY, ABSTRACT NO. 1407
IN THE
CITY OF DENTON
DENTON COUNTY,TEXAS
PREPARED BY FP21-0007
CORWIN ENGINEERING, INC.
200 W. BELMONT, SUITE E
ALLEN, TEXAS 75013 Filed for Record
972 396 1200 Ott' ial Records Of:
MERITAGE HOMES OWNERS
OF TEXAS,LLC. LENNAR HOMES OF TEXAS LAND
8840 CYPRESS WATER BLVD., STE. 100 & CONSTRUCTION, LTD.
DALLAS, TEXAS 75019 1707 MARKET PLACE BLVD., STE. 100
972-580-6329 IRVING, TEXAS 75063
469-587-5424
JANUARY 2022 SCALE:1"=100'
in the tc
Denton County
on: 31812022 11:02:05 AM
In the PLAT Records
KINGS RIDGE ESTATES PHASE II
Doc Number: 2022-84
Number of Pages: 2
Amount: 100.00
Order#:20220308000335
By: CB
LEGAL DESCRIPTION
WHEREAS, LENNER HOMES OF TEXAS LAND & CONSTRUCTION, LTD. & MERITAGE HOMES, are the owners of a tract
of land situated in the N. Wade Survey, Abstract No. 1407, being part of a 77.684 acre tract, as described in
Doc. No. 2018-55905, in the Deed Records of Denton County, Texas, being more particularly described as follows:
BEGINNING, at a 1/2 inch iron rod found at the northeast corner of Kings Ridge Phase I, as described in Doc. No.
2020-288 in the Plat Records of Denton County, Texas;
THENCE, North 89a 35'03" West, along the north line of said Kings Ridge Phase I, for a distance of 202.54 feet,
to a 1/2 inch iron rod found;
THENCE, South 43° 13'51" West, continuing along said north line, for a distance of 24.98 feet, to a 1/2 inch iron
rod found on a non -tangent curve to the left, having a radius of 50.00 feet, a central angle of 79° 40'58";
THENCE, continuing along
Bearing North 86 36'38"
said north line and with said curve to the
West 64.07
left for an arc distance of 69.54 feet (Chord
feet), to a 1/2 inch
iron rod
found;
THENCE, North
rod found
89° 34'56"
West, continuing along said north
line, for
a distance of 350.90 feet, to a 1/2 inch iron
on
a curve to
the left, having a radius of 50.00
feet, a
central angle of 105050'03";
THENCE, continuing
Bearing South 74
alone said north line and with said
22'14' West 79.78 feet), to 1/2
curve to the
inch
left for an arc distance of 92.36 feet (Chord
a
iron rod
found at the point of tangency;
THENCE, South 21°
rod found at the
27'13" West, continuing along said north line, for a
point of curvature
distance of 170.21 feet, to a 1/2 inch iron
of a curve to the
00° 53'32";
left having a
radius of 280.00 feet, a central angle of
THENCE, continuing alone
Bearing South 21000'27'
said north line and with
West 4.36 feet), to
said curve to the left for an
arc distance of 4.36 feet (Chord
a
1/2
inch iron rod found;
THENCE, North 890 34'56"
rod found;
West, continuing along
said
north line, for
a distance
of 187.07 feet, to a 1/2 inch iron
THENCE, South 00° 25'04"
rod found;
West, continuing along
said
north line, for
a distance
of 110.00 feet, to a 1/2 inch iron
THENCE, North 89° 34'56"
rod found at the point of
West, continuing along
curvature
said
north line, for
a distance
of 45.05 feet, to a 1/2 inch iron
1260 52'12";
of a curve to
the
left having a
radius of
50.00 feet, a central angle of
THENCE, continuing alone said north line and with
Bearing South 63 51'10' West 89.44 feet), to a
said curve to the
1/2 inch iron
left for an arc distance of 110.71 feet (Chord
rod
found at the
point of tangency;
THENCE, South 000 25'04" West, continuing along
rod found;
said north line, for
a distance
of 53.77 feet, to a 1/2 inch iron
THENCE, North 89° 34'56" West, continuing along
rod found;
said north line, for
a distance
of 120.00 feet, to a 1/2 inch iron
THENCE, South 00° 25'04" West, continuing along
rod found at the point of curvature
said north line, for
a distance
of 209.93 feet, to a 1/2 inch iron
of a curve to
180 07'26";
the right, having
a radius of
100.00 feet, a central angle of
THENCE, continuing along said north line and with
Bearing South 09 28'47" West 31.50
said curve to the
I/2
right for an
arc distance of 31.63 feet (Chord
feet) to a
inch iron rod
found;
THENCE, North 57" 14'48" West, continuing along said north line, for
rod found at the point of curvature
a distance of 44.37 feet, to a 1/2 inch iron
of a curve to the right, having
460 22'31";
a radius of
225.00 feet, a central angle of
THENCE, continuing along said north line and with said curve to the right for an arc distance of 182.12 feet (Chord
Bearing North 34 03'32" West 177.18 feet), to a 1/2 inch iron rod found;
THENCE, South 79007-43" West, continuing along said north line, for a distance of 179.70 feet, to a 1/2 inch iron
rod found;
THENCE, South 28*12-25" West, continuing along said north line, for a distance of 198.59 feet, to a 1/2 inch iron
rod found at the northwest corner of said Kings Ridge Phase land being in the north line of Bonnie Brae High School
Addition, an addition to the City of Denton, as recorded in Doc. No. 2020-113 in said Plat Records and being in the
south line of said 77.684 acre tract being on a curve to the left, having a radius of 1000.00 feet, a central
angle of 28° 38'47";
THENCE, along the south line of said 77.684 acre tract and the north line of said Bonnie Brae Higgh School Addition
and with said curve to the left for an arc distance of 499.98 feet (Chord Bearing North 75" 21'34" West 494.78
feet), to a 1/2 inch iron rod found at the point of tangency;
THE
nchNironlrodhfound4at the southwest) corner ofgsaiddnorth 77 684 and
tractland, for a the norlstance of thwest corner5of said Bonnie to a Brae
High School Addition;
THENCE, North 00° 03'21" East, along the west line of said 77.684 acre tract, for a distance of 873.62 feet, to
a 1/2 inch iron rod found at the northwest corner of said 77.684 acre tract;
THENCE, South 89° 59'56" East, along the north line of said 77.684 acre tract, for a distance of 2,715.31 feet, to
a TxDot Monument found;
THENCE, South 02° 47'48" East, continuing along said north line, for a distance of 46.39 feet, to a TxDot
Monument found;
THENCE, North 86° 32'27" East, continuing along said north line, for a distance of 39.87 feet, to a mag nail found
at the most easterly northeast corner of said 77.684 acre tract;
THENCE, South 00° 24'57" West, along the east line of said 77.684 acre tract, for a distance of 284.27 feet, to
the POINT OF BEGINNING and containing 43.635 acres of land.
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS that I, WARREN L. CORWIN, 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 corner monuments shown thereon were properly placed under my
personal supervision, in accordance with the Subdivison regulations of the City of Denton, Texas.
WARREN L. CORV
R.P.L.S. No. 4621
THE STATE OF TEXAS §
COUNTY OF COLLIN §
Before me, the undersigned, a Notary Public in and for the State of Texas, on this day
personally appeared WARREN L. CORWIN, known to me to be the person and officer whose name is
subscribed to the foregoing instrument, and acknowledged to me that he executed some for the
purpose and consideration therein expressed and in the capacity therein stated.
Given under my hand and seal of office, this /7 day of_lk� . , 2022.
MARIA HALLFORD
= My Notary ID#126048221
' Expires February 26, 2024 J
"'•--°'�•' NOT RY PUBLIC, STA E OF`TEXAS
es
WARREN L. CORWIN
,...........................
* 4621
SD5287A - S05, C05
958253-A1407A N. WADE TR 28A(2) 38.8431AC-ALL
162890- A1407A N. WADE TR 28A 5.5549AC-ALL
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT,LENNAR HOMES OF TEXAS LAND & CONSTRUCTION, LTD. &
Plat designating the herein described property as KINGS RIDGE E
and do hereby dedicate to the public use forever the street rig
easements as shown are reserved for garbage collections and c
trees, shrubs, or other improvements or growths shall be constru,
as shown. Said utility easements being hereby reserved for the
utilities desiring to use or using the some, all and any public utilii
removed all or parts of any building, fences, trees, shrubs, or othc
way endanger or interfere with the construction, maintenance, or
easements and all public utilities shall at all times have the full righ
the said utilities easements for the purpose of constructing, rec<
and adding to or removing all or parts of its respective systems
permission of anyone.
LENNAR HOMES OF TEXAS LAND & CONSTRUCTION, LTD.
a Texas limited partnership
By: Lennor Texas Holding Company,
a Texas corporation
Its: General Partner
BY:
JEN�JI ER EL ER
AUTHORIZED AGENT
4ERITAGE HOMES OF TEXAS, LLC. does hereby adopt this
TATES PHASE II, in the City of Denton, Denton County, Texas,
:s of way and public easements shown hereon. The utility
public utilities desiring to use the same. No buildings, fences,
ed or placed upon, over or across the utility easement
utual use and accommodation of all public
!s shall have the right to remove and keep
improvements or growths which may in any
fficiency of its respective system on the utility
of ingress and egress to or from and upon
structing, inspecting, patrolling, maintaining,
vithout the necessity at any time of procuring the
MERITAGE HOMES OF TEXAS, LLC.
AN ARIZONA LIMITED LIABILITY COMPANY
BY: V
DA ID A B UGH
DIVISION I RESIDENT
STATE OF TEXAS §
COUNTY OF DENTON §
BEFORE ME, the undersigned Notary Public in and for said County and State on this day personally appeared
JENNIFER ELLER, known to me to be the person whose name is subscribed to the foregoing instrument, and
acknowledged to me that they executed the some for the purpose and consideration therein expressed, and in the
capacity therein stated;
C7b
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS 15 DAY LLC- C 2022.
=4�av °ber LAURA LLSAALGADJNotary IA1y C°mmNOtar
Januay Public in the State f Texas
My Commission Expires 1-I&--
STATE OF TEXAS §
COUNTY OF BENTeN §
BEFO
the
RIundersigned
Notary Public rsaid County and
e on Iaflnt appeared A GHNBAUGHknwnto me to bethe perrsonwhsenamssubsrbed to the orregongisinstrument, acknowledged to me that they executed the some for the purpose and consideration therein expressed, and in the
capacity therein stated;
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF Feb 2022.
JACQUELINE COLT MARCHIONI
••`ems%Notary Public. State of Texas
?'2'•.°P,` Comm. Expires 11.Oe•2023
Notary ID 132241903
N tt ry (Public in the State of Texas
My Commission Expires_ j(-U6-
2023
THIS PLAT IS
SUBJECTHEREBY
TO THE FOLLOWING ECONDITIONS D BY THE O HATRSHALL AND ABERBINDNG UPOOVED BY N THEY OWNERS, OF T
GRANTEES, AND SUCCESSORS: THE PORTION OF BLOCK F LOT 6, BLOCK H LOT 9 & BLC
WITHIN ON E LIMITS OF ITH SAADDITION SIHALL REAGE MAIN OPENOATEALL EASEMENT."
AND DRAINAGE
AND SANITARY CONDITION BY THE OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSEI
THE DRAINAGE AND DETENTION EASEMENT. THE CITY WILL NOT BE RESPONSIBLE FOR THE
OPERATION OF SAID EASEMENT OR FOR ANY DAMAGE TO PRIVATE PROPERTY OR PERSO
FROTO ITHEONATURAL STORM SEWER RUN-OFF UN -OFF SHALOLTFOR BE PERMITTED NBYOCONSTRUEROSION.
CTION OF
BUILDING, FENCE OR ANY OTHER STRUCTURE WITHIN THE DRAINAGE AND DETENTION EASE
DETENTIOHEREIN N DEFINED,
AND F FREE OF DEBTS SILT AND ANCITY. THE YED BY SUBSERS TANCE THAT WO'
UNSANITARY CONDITIONS OR OBSTRUCT THE FLOW OF WATER AND THE CITY SHALL HAS
OF INGRESS AND EGRESS FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINT
OWNERS SSHALLHAVOE THE RIIGHT BUT NOT UNDESIRABLE
OBLIGATION, TO ENTERMAY UPONCTHE BO ER. H DESORE
CR B,
AND THE OWNERS IOWRIITTEN NOTICE OEME'NT TO FVE ANY SUCHOBSTRUCTION TTIONS TO THE AND OWNERS FAIL TO REMOVE SL
AND OWNERS FAIL TO REMOVE SUCH OBSTRUCTION, THE CITY OF DENTON SHALL BE RER
OWNERS REASONABLE COSTS FOR LABOR, MATERIALS, AND EQUIPMENT FOR EACH INSTANC
DRAINAGE THROUGH THE DRAINAGE AND DETENTION EASEMENT IS SUBJECT TO STORM WA
AND NATURAL BANK EROSION TO N EXTENT THAT CANNOT BE DEFINITELY DEFINED. THE
NOT BE HELD LIABLE FOR ANY DAMAGES OF NATURE RESULTING FROM THE OCCURRENCE
NATURAL PHENOMENA OR RESULTING FROM THE FAILURE OF ANY STRUCTURE OR qTP[Ir.1
TUC CACCIIC\IT
CALLED "CITY")
HEIRS,
LOT 1 AS
DETENTION EASEMENT
\INED IN A SAFE
OR ADJACENT TO
NTENANCE AND
AT RESULTS
APPROVED THIS 7DAY OFAV(-� A.D. 202 '� BY THE PLANNING AND ZONING
COMMISSION OF THE" CITY OF DENTON, TEXAS
Dq"city seeretu)
CITY ECRETARY
'PE OF
,S
kGE AND
SULT IN
RIGHT
BY THE
TY
INAGE
WING
3TRUCTI01
) BY THE
NATURAL
TH
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Block
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Block
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tot
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5•
312933
34
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31
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1
5522
7
6615
35
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2
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2
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32
6"
2
6030
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5330
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3
5093
33
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3
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4
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4
6000
34
6"
4
6"
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SF
38
50112
5
SOGC
5
5000
35
5000
5
50CC
9•
186M
39
605
6
6000
6
6030
36
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6
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10
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6014
7
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37
50
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it
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41
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8
6312
38
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8
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5000
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54CS
39
S000
9
sox
13
7893
43
6000
10
6000
10
6894
40
6000
10
500D
14
5000
50Cv
it
588
11
722_
=1
5000
11
5000
15
6000
45
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12
6664
12
7044
42
GOOD
12
7131
15
SC00
'-5
5000
13
5000
13
5?_19
-3
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13'
25862
17
600D
47
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14
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14
6056
44
60M
is
5000
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5000
15
5000
15
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�5
5000
19
600D
49
6000
16
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16
60130
46
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20
5000
50
5588
17
500^,,
17
SOC23
21
6Z77
51
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60010
i8
6000
22
57c5
52
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19
SX13
19
SCGC
23
14055
53
6000
20
6000
20
6ODO
2!
878E
54
5031.0
21
500C
21
5000
25
610B
55
6000
22
6004
22
63DO
25
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55
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23
7053
23
5OCC
27
60M
57
60010
24
6000
28
51000
58
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25
5003
29
6588
59
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26
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27
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6OD0
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72CZ
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' Indscates HO.A
Open Space
FINAL PLAT
OF
KINGS RIDGE ESTATES
PHASE II
LOTS 6-8, BLOCK F
LOTS 9-62, BLOCK H
LOTS 1-23, BLOCK I
LOTS 1-46, BLOCK J
LOTS 1-13, BLOCK K
TOTAL LOTS 139
TOTAL RESIDENTIAL LOTS 135
TOTAL OPEN SPACE 4
TOTAL ACRES 43.635 (1,900,799.222 SQ.FT)
OUT OF THE
N. WADE SURVEY, ABSTRACT NO. 1407
IN THE
CITY OF DENTON
DENTON COUNTY,TEXAS
OWNERS
MERITAGE HOMES OF TEXAS, LLC. LENNAR HOMES OF TEXAS LAND
8840 CYPRESS WATER BLVD., STE. 100 & CONSTRUCTION, LTD.
DALLAS, TEXAS 75019 1707 MARKET PLACE BLVD., STE. 100
972-580-6329 IRVING, TEXAS 75063
469-587-5424
FP21-0007
Filed for Record
in the Official Records Of:
Denton County
On: 3/8/2022 11:02:05 AM
In the PLAT Records
KINGS RIDGE ESTATES PHASE II
Doc Number: 2022-84
Number of Pages: 2
Amount: 100.00
0rdar#:20220308000335
By: CB
at.
JANUARY 2022