SC1083ADoc-2222
3" ALUMINUM DISK IN CONCRETE
SET - STAMPED "JDJR"
N: 7, 050, 000.34
E: 2,457,601-34
ELEV.: 528.30
70,
799
-0-
5/8" IRF (CM) SEARS
SO0*13'00"E, 0.66'
4 /V POR
m)
//V
J! 40, 1001-
f
40, 00"
7'5'Y04,0
00 A
�94 oCl
00
VISIBILITY EASEMENT ----------
CAB, 1, PAGE 37 PRDCT
RRS
3" ALUMINUM DISK IN CONCRETE
SET - STAMPED "JDJR"
N: 7,049,976.85
%\-10' T.U. EASEMENT E: 2,458,001.43
CAB. PRDCT 1, PAGE 37 ELEV.: 520.12
CIRS
V
LOT 1, BLOCK 1
FRANKFORD/McCOY SCHOOL ADDITION
CAB. 1, PAGE 199 P.R.D.C.T. 4, LOT 17 0,
BLOCK B
1518 E. FRANKFORD ROAD
CIV
Q� � � � �
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tt
N61*22*40"E
20.23'
N64*50'09"E 245.28' 0 N67*02'57"E 1,57.81' U.]
46 - LOT 1, BLOCK 1
<
N64*50'09"E 265.25' 15' ALLEY - 06 Uj THE TALLOWS ADDITION
N67*02',57"E 157.41-
- L7 U, Uj
CAB. C, PAGE 314 P.R.D.C.T.
\,28.80- 25.00' 25.00' 25-00' 25.00' 30.00' 30.00' 25.00' 25.00' 26.45' 7.41' 30.00, 25.00' 25.00' 25.00' -25 01 <:z
(0 SIXISTM a 2' rmpxss XAVRESS 00' 20. CIRS z <
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(V-1 rO BE ABA ) MONED BY THIS PLAT CE W �
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7EAS EMENT CAAF 1 2 M
PAGE 37 RRDX�T- TO BLOCK B
r- BE ABANDONEL BY
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EASEMENT 15 01,14 ci 1,3,,,-, c) 12 0 0 0 0 to 0 Z'4 o 0 4 6 2
0 0 0 0 - - C14 - 0 0 F) 1 1 co
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BY THIS PLAT - - - N
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N 71.69- z f-1-5-2-11 55E 1533 -F15741 F1 5-4-5� F1 54549 1 F15-5-31 fl-5-5-71 F15-6-1-1 EHE) 1569 - -I 57 0
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00
72' 00 0 r I
25 0
4.5325.52', 25.00 25.00!- 25.00' 25.00' 30;00' 30,100',, 1 2 .00 25.00 28' 114,32'15.681 25,00' 25.00' 25.00' 2500' 0.0011 0 CD
0- N64'50'09"E 240.24' N67*02'55" E 147-6.8' 3 0
w
to
Uj N 0
IL IF C13 N67*02*57"E 155.68*
N64*50'09"E 291.17'
CIO)*- -y A)' y L,; r1l r V, LOT 1 CO
q , - 1 0" C14
\1�4019 p
< < BLOCK 8 W
--,,1500 BLOCK
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N64*50'09"E 238.22' N67'02'57"E LU W -C)
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LO, LOT
CK B
'n � 00 N
30.02' `25,,q�".] 25-02' C'4
13.21' 30,00' 25.00' 25.00' 25-00' 33.28' 18.35`1,19,�
6 8! .90 25.00' 25,00' 30,00, <
\6.67' 25.00' C) 11�3'
20.00' C�
w�29 "E
S74-017 W N68'18*29"EjS4'017' 10' PRI TE DRAI AGE rN, w
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ESMT. TH S P AT Mw 0z Z�- 20.09,
69 w 0
F1 5-4-81 111 -55-Z� F1 5-5-6-1 F1 5-6- -01 1 1=:2
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25.28' 11532 -- -1 F1 5-3-61 F15-40� ai�] E�� F1 5-6-81 F15-7-21 F1 5-7-6 1
- - ------- Z1'j T To T,
Wo 20.00 S.F. DEDICATED TO THE
< Li CITY OF CARROLLTON FOR
w
o0 10 0
ALLEY R.O.W. BY THIS PLAT
C� co w
IR 1- 0 0
'q* 0 Lj
(.0 4- 0 z
N - - - ' 2 1 X <
0i 0 0 0 3 0
5/8" IRF 0' '0 12 . 5 !R 4
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(CM) V)
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9 co - L - 30.04'
LO --T - 59' 3 .27' CIRS
70 N -- 8 29 25.ol' . - , --r - - - I
CIRS z 1,)5361 25.1 �31' 25.04' 16.5,91 A2.2S CIRS . C CIRS 30 14.93,
.5.ra CIRS10' UTILITY ESMT.
C 5 20' ALLEY C4 By THIS PLAT S;74001'1 7$*w
b
82.0,8'\ CIRS
%A -1
)2;� R=570 00'
oLo<CIRS
ji * 82 L=32.3*0'
00.0 1
Q3 '3 1 83 1 84 85
86
74
75
CIRS 80i i 87
79
BLOCK 1 co
78
KINGSPINT PHASE IIADDITION 4�.10 1
40
CAB. PAGE 395 R.D.C.T. 65
.7 11. 77
1/2" CIRF AT THE
SOUTH EAST CORNER
OF LOT 87 (CM)
19
SCALE: 1 40'
40' 80, 12V
GRAPHIC SCALE
h I KA
LOCATIOIN IVIAP
NOT TO SCALE
CURVE TABLE
CURVE NO.
DELTA
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD LENGTH
C1
22-44'03"
630.00'
249.98'
126.65'
S1 1 *35'01"E
248,34'
C2
01*38'41'*
570.00'
16-36' 1
8.18'
S22*07'42"E
16.36'
C3
24*09'19"
195.00'
82.21'
41.72'
S61'56'43"W
81.60'
C4
23'45'59"
50.00'
20.74'
10.52'
S61'45'03"W
20.59'
C5
31'36'46"
510.00'
281.39-
144.38'
S57*49*39"W
277.83'
C6
89*59'50"
40.00'
62.83'
40.00'
S87*01'21"W
56.57'
C7
18-21-07-
100.00'
32,03'
16.15-
N38*48'23"W
31,89'
C8
15"1723"
195.00'
52.04'
26.17'
N37*16'31"W
51.88'
C9
282*4446"
50.00'
246.74'
39.95'
S2633'50"E
62,42'
C10
49'58'27"
16.50'
14,39'
7.69'
N89*49*19"E
13.94'
C11
52*46'22"
16.50'
15.20'
8.19'
S38*2658"W
14.67'
C12
02*1248"
1,025,00'
39.60'
19.80'
S65*56'33"W
39.59'
C13
02*12'48
1,000,00'
38.63'
19.32'
S65*5633"W
38.63'
C14
02-12-48"
975.00'
37.66'
1 18.83'
1 S65*56*33"W
37.66'
LINE TABLE
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LEGEND
CIRS
5/8 INCH IRON ROD SET WITH
CAP MARKED "JDJR"
IRF
IRON ROD FOUND
(CM)CONTROLLING
MONUMENT
CAB.
CABINET
VOL.
VOLUME
PG.
PAGE
P.R.D. C. T. -
PLAT RECORDS
DENTON COUNTY, TEXAS
1577
STREET ADDRESS
LOT AREA TABLE
REVISIONS:
REVISIONS:
9/16/15
CITY COMMENTS
11/06/15
CITY COMMENTS
12/02/15
CITY COMMENTS
1/04/16
1 CITY COMMENTS
REPLAT
KINGSPOINT, PHASE 3
AN ADDITION TO THE CITY OF CARROLLTON, DENTON
COUNTY, TEXAS, AND BEING A REPLAT OF LOT 1, BLOCK 1
OF REDEEMER COVENANT CHURCH ADDITION,
AND BEING A 7.1490 ACRE TRACT OR PARCEL OF LAND
SITUATED IN THE B. BACCUS SURVEY ABSTRACT NO. 119
CONTAINING 311,410 SQUARE FEET OR 7.1490 ACRES
OWNER:
Filed for Record
POINT OF REDEEMER EVANGELICAL COVENANT CHURCH, INC.
in the Official Records of:
1518 E. FRANKFORD ROAD
BEGINNING
CITY CASE NO..09-15RP1 SHEET 1 OF 2
Denton County
On: 11118/2016 :2 AM
CARROLLTON, TEXAS 75007
PREPARED BY:
in the PLAT Records
cards
CONTACT: MARK MOHRWEIS, SR. PASTOR
awftL
I I
a--ff
NMI
ENGINEERS AND CONSULTANTS, INC.
KINGSPOINT PH 3
Doc Number: 2016-2222
TEL: 972-466-0054
I \
Number of Pages: 2
TBPLS Firm No. 100356-00
Amount: loodo
OWNER:
HARLAN PROPERTIES, INC
ENGINEERS
LAND PLANNERS - SURVEYORS
Order#:
By: CR
2404 TEXAS DRIVE, SUITE 103
2500 Texas Drive Suite 100 Irving, Texas 75062
IRVING, TEXAS 75062
Tel
972-252-5357 Fax 972-252-8968
PHONE (972) 659-0655
DATE: NO - V. 2015
DRAWN BY: SAS JDJR PROJECT NO.
ATTN: SURESH SHRIDHARANI
1119-3-14
SCALE: 1 40'
CHECKED BY: GB p COPYRIGHT 2015
A homeowners association covenant has been approved by the city of Carrollton
and recorded in ____ (volume and page) __ Such homeowners associati
shall be responsible for the maintenance of all common areas and facilities and
screening walls located in and across Lot 1X, Block A and Lot 1, Block B,
or public right-of-way where a license agreement with the city of Carrollton is
required, or otherwise identified on the plat. I
a. 'The owner of fee simple title to every individual lot of land within the subdivision
must be a member of the homeowners association."
b. 'The homeowners association must have the authority to collect membership
fees. "
homeowners association must be responsible for the maintenance of all
common areas, screening walls, perimeter fencing, and the private drainage
system on Lot 1-5, Block
d. 'The homeowners association must grant the city the right of access to common
areas to abate any nuisances thereon, and attach a lien for the prorated cdst of
abatement upon each individual lot."
e. 'The homeowners association shall indemnify and hold the city harmless from any
and all costs, expenses, suits, demands, liabilities, damages, or otherwise including
attorney's fees and costs of suit, in connection with the city's maintenance of
common areas. "
f. "The homeowners association shall enter into a license agreement with the city of
Carrollton, where addonal right-of-way has been dedicated for the purpose of
A,roviding landscaping, additional areas for sidewalks, walls, or other amenities,
and shall be responsible for the installation and maintenance of all landscape areas
that are in the public right-of-way.
STATE OF TEXAS
COUNTY OF DENTON
CITY OF CARROLLTON
This plot is hereby adopted by the Owners and approved by the City of Carrollton
(Called "City") subject to the following conditions which shall be binding upon the
Owners, their heirs, grantees, successors and assigns: All of Lot 1X, Block A as
shown on the plot is called "Drainage and Detention Easement". The
Drainage and Detention Easement within the limits of this addition, will remain
open at all times and will be maintained in a safe and sanitary condition by the
owners of the lot or lots that are traversed by or adjacent to the Drainage and
Detention Easement. The City will not be responsible for the maintenance and
operation of said Easement or for any damage to private property or person that
results from conditions in the Easement, or for the control of erosion. No
obstruction to the natural flow of storm water run-off shall be permitted by
construction of any type of building, fence or any other structure within the
Drainage and Detention Easement, as hereinabove defined, unless approved by
the City Engineer. Provided, however, it is understood that in the event it
becomes necessary for the City to erect or consider erecting any type of
drainage structure in order to improve the storm drainage that may be
occasioned by drainage in or adjacent to the subdivision, then in such event, the
City shall have the right to enter upon the Drainage and Detention Easement at
any point, or points, to investigate, survey or to erect, construct and maintain any
drainage facility deemed necessary for drainage purposes. Each property owner
shall keep the Drainage and Detention Easement clean and free of debris, silt,
and any substance which would result in unsanitary conditions or obstruct the
flow of water, and the City shall have the right of ingress and egress for the
purpose of inspection and supervision of maintenance work by the property
owner to alleviate any undesirable conditions which may occur. Should the
property owner not maintain the detention pond, the City may perform the work
and assess the property for the cost of the work and if not paid attach a lien on
all property in the subdivision. The natural drainage through the Drainage and
Detention Easement is subject to storm water overflow and natural bank erosion
to an extent which cannot be definitely defined. The City shall not be held liable
for any damages of any nature resulting from the occurrence of these natural
phenomena, or resulting from the failure of any structure or structures, within the
Easement.
GENERAL NOTES
1. The bearings shown hereon are based on the found monumentation marked "CM"
(Controlling Monument) for the west line of Lot 1, Block 1, REDEEMER COVENANT
CHURCH ADDITION, an addition to the City of Carrollton, Denton County, Texas as
recorded in Cabinet 1, Page 37, Plot Records, Denton County, Texas
2. Selling off a portion of this addition by metes and bounds description, without
replat being approved by the City of Carrollton, is a Violation of city ordinance and
state low and is subject to fines and withholding of utilities and building permits. I
3. The subject property appears to be located in Zone X, according to the Flood
Insurance Rate Map No. 48439CO235 K, with an effective date of September 9, 2009,
for Tarrant County, Texas and incorporated areas. If this site is not within an identified
special flood hazard area, this flood statement does not imply that the property
and/or the structures thereon will be free from flooding or flood damage. This flood
statement shall not create liability on the part of the surveyor.
4. The purpose for this replat is to subdivide the current lot into 37 lots for
development, and to dedicate street right-of-way and easements required for the
development.
5. GPS Coordinates are rectified to NAD 83 State Plane Coordinate system North
Central Texas Zone 4202 (feet).
6. Lot 1X, Block A is a common area lot and shall be owned and maintained by the
Home Owners Association. No inhabitable structures shall be constructed on this lot.
intersection visibility triangles shall have the dimensions specified in Section 53.40 et
ses. of the Carrollton Code of Ordinances.
UTILITY CERTIFICATE
THIS PLAT CORRECTLY PRESENTS THE REQUIRED EASEMENTS FOR THIS DEVELOPMENT.
ONCOR ELECTRIC DELIVERY GA�" ) -
11
STATE OF TEXAS
COUNTY OF DENTON
WHEREAS We, REDEEMER EVANGELICAL COVENANT CHURCH, INC., and HARLAN PROPERTIES, INC., are
the owners of a tract or parcel of land lying and being situated in the B. BACCUS SURVEY, Abstract
119, in the City of Carrollton, Denton County, Texas and being all of Lot 1, Block 1, REDEEMER
COVENANT CHURCH ADDITION, an addition to e City of Carrollton, Denton County, Texas as recorded
in Cabinet 1, Page 37, Plot Records, Denton County, Texas (P.R.D.C.T.), and being more particularly
described by metes and bounds as follows:
BEGINNING at a 5/8 inch yellow capped iron rod stamped "JDJR" set at the southeast corner of said
Lot 1 and the intersection of the west right-of-way line of McCoy Road (a 60-foot wide public
right-of-way) with the north line of a 20-foot wide alley dedicated by the plat of KINGSPOINT PHASE
11 ADDITION, an addition to the City of Carrollton, Texas, according to the plat recorded in Cabinet B,
Page 395 of the Plat Records of Denton County, Texas;
THENCE along the north line of said 20-foot wide alley and the south line of said Lot 1 the following:
South 74 degrees 01 minutes 17 seconds West, a distance of 82.08 feet to a 5/8 inch yellow
capped iron rod stamped "JDJR" set for corner for the beginning of a curve to the left having a
radius of 195.00 feet and a chord bearing South 61 degrees 56 minutes 43 seconds West, 81.60
feet;
THENCE Southwesterly, along said curve to the left, through a central angle of 24 degrees 09
minutes 19 seconds, an arc distance of 82.21 feet to a 5/8 inch yellow capped iron rod stamped
"JDJR" set for corner for the end of said curve and the beginning of a curve to the right having
a radius of 50.00 feet and a chord bearing South 61 degrees 45 minutes 03 seconds West, 20.59
feet;
THENCE Southwesterly, along said curve to the right, through a central angle of 23 degrees 45
minutes 59 seconds, an arc distance of 20.74 feet to a 5/8 inch yellow capped iron rod stamped
"JDJR" set for corner for the end of said curve and the beginning of a curve to the left having a
radius of 510.00 feet and a chord bearing South 57 degrees 49 minutes 39 seconds West, 277.83
feet;
THENCE Southwesterly, along said curve to the left, through a central angle of 31 degrees 36
minutes 46 seconds, an arc distance of 281.39 feet to a 5/8 inch yellow capped iron rod
stamped "JDJR" set for corner for the end of said curve;
THENCE South 42 degrees 01 minutes 17 seconds West, a distance of 50.00 feet to a 5/8 inch
yellow capped iron rod stamped "JDJR" set for corner for the beginning of a curve to the right
having a radius of 40.00 feet and a chord bearing South 87 degrees 01 minutes 21 seconds West,
a distance of 56.57 feet;
THENCE Westerly, along said curve to the right, through a central angle of 89 degrees 59 minutes
50 seconds, an arc distance of 62.83 feet to a 5/8 inch yellow capped iron rod stamped "JDJR"
set for corner for the end of said curve;
THENCE North 47 degrees 58 minutes 43 seconds West, a distance of 4.53 feet to a 5/8 inch
yellow capped iron rod stamped "JDJR" set for comer for the beginning of a curve to the right
having a radius of 100.00 feet and a chord bearing North 38 degrees 48. minutes 23 seconds
West, 31.89 feet;
THENCE Northwesterly, along said curve to the right, through a central angle of 18 degrees 21
minutes 07 seconds, an arc distance of 32.03 feet to a 5/8 inch yellow capped iron rod stamped
"JDJR" set for corner for the end of said curve and the beginning of a curve to the left having a
radius of 195.00 feet and a chord bearing North 37 degrees 16 minutes 31 seconds West, 51.88
feet;
THENCE Northwesterly, along said curve to the left, through a central angle of 15 degrees 17
minutes 23 seconds, an arc distance of 52.04 feet to a 5/8 inch iron rod found for corner for
the end of said curve and the most westerly southwest corner of said Lot 1, Block 1, REDEEMER
COVENANT CHURCH ADDITION, same point being the southeast corner of Lot 1, Block 1,
FRANKFORD/McCOY SCHOOL ADDITION, an addition to the City of Carrollton, Denton County, Texas
as recorded in Cabinet 1, Page 199, P.R.D.C.T.;
THENCE North 00 degrees 13 minutes 00 seconds West, along the common line between said
REDEEMER COVENANT CHURCH ADDITION and said FRANKFORD/McCOY SCHOOL ADDITION, a distance of
721.34 to a 5/8 inch iron rod found, and continuing along said common line for a total distance of
722.00 feet to a 3" aluminum disk set in concrete stamped "JDJR" set for corner in the south
right-of-way line of East Frankford Road (a 100-foot wide public right-of-way);
THENCE South 89 degrees 47 minutes 00 seconds East along the south right-of-way line of East
Frankford Road, a distance of 375.00 feet to a 5/8 inch yellow capped iron rod stamped "JDJR" set
for corner at a corner clip at the intersection of the south right-of-way line of East Frankford Road
with the West right-of-way line of McCoy Road;
THENCE South 45 degrees 13 minutes 00 seconds East along said corner clip for a distance of 35.36
feet to a 3" aluminum disk set in concrete stamped "JDJR" set for corner in the west right-of-way
line of McCoy Road;
THENCE South 00 degrees 13 ~minutes 00 seconds East, along the west right-of-way line of McCoy
Road, a distance of 25.00 feet to a 5/8 inch yellow capped iron rod stamped "JDJR" set for corner
for the beginning of a curve to the left having a radius of 630.00 feet and a chord bearing South 11
degrees 35 minutes 01 seconds East, 248.34 feet;
THENCE Southeasterly, along said curve to the left, and continuing along the west right-of-way line
of McCoy Road, through a central angle of 22 degrees 44 minutes 03 seconds, an are distance of
249.98 feet to a 5/8 inch yellow capped iron rod stamped "JDJR" set for corner;
THENCE South 22 degrees 57 minutes 03 seconds East, continuing along said west right-of-way line
of McCoy Road, a distance of 244.88 feet to a 5/8 inch yellow capped iron rod stamped "JDJR" set
for corner for the beginning of a curve to the right having a radius of 570.00 feet and a chord
bearing South 22 degrees 07 minutes 42 seconds East, 16.36 feet;
THENCE Southerly, along said curve to the right, and continuing along the west right-of-way line of
McCoy Road, through a central angle of 01 degrees 38 minutes 41 seconds, an arc distance of 16.36
feet to the Point of Beginning and containing 7.1490 Acres (311,410 Square Feet) of land, more or
less.
CITY SIGNATURE BLOCK
On the , 1.:5-r day of n,-,-ra *6 e: tx, -, 2016, this plat was duly approved by the Planning
and Zoning Commission of the city of Carrollton.
4,
Signed:
Chairman
Planning and Zoning Commission
Signed:
Dire o 9evelopment Services
Attest:
y Secretary
lk in
®RM11
NFM
WITNESS
MY HAND THIS
�!L_
DAY OF � CA OKI �"r —, 2016.
_2
(LOT 17,
BLOCK B)
BY. 2";d BY:
MARK MOHRWEIS, SR. PASTOR STEPHEN R. 6AWSON
REDEEMER EVANGELICAL COVENANT CHURCH, INC. NATIONAL COVENANT PROPERTIES
(Lien Holder)
NOTARY CERTIFICATE
BRENDA L. PRUETT
Notory
STATE OF TEXAS Pubiic, stare at texas
j My Commission Expires
COUNTY OF DALLAS `�LV
11110, September 26. 2019
BEFORE ME, the undersigned, a Notary Public in and said State on this date personally appeared MARK
MOHRWEIS, known to me personally to be the person 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 and as the act and deed therein stated.
-1 A
2016.
Given under my hand and sea] of office, this day of
STATE OF Tf-*
COUNTY OF RAt-t:AS,
C�A 0-k-
BEFORE ME, the undersigned, a Notary Public in and said State on this date personally appeared
STEPHEN R. DAWSON, known to me personally to be the person 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 and as the act and deed therein
stated.
AZ
Given under my hand and seal of offt ig d11
ay of 2016.
K M LUCHT
OFFICIAL SEAL
NOtOrYPUbtiC.S101eOt""O's
My commission Expires . .......
February 07. 2020
WITNESS MY HAND THIS DAY 017,�/*���_, 2016.
(LOTS 1X-20, BLOCK A AND LOTS 1-16, BLOCK 8)
BY:
SURESH SHRIDHARANI
HARLAN PROPERTIES, INC
To th best of knowledge, there ,are no liens against my property.
BY:
SURESH SHRIDHARANI
HARLAN PROPERTIES, INC
NOTARY CERTIFICATE
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, the undersigned, a Notary Public in and said State on this date personally appeared SURESH
SHRIDHARANI, known to me personally to be the person 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 and as the ct and deed therein stated.
Given under my hand and seal of office, this -&-f1day of 2016.
DEBRA Y. COX
MY COMMISSION EXPIRES RE
FOWUW13,2019
OWNER:
REDEEMER EVANGELICAL COVENANT CHURCH, INC.
1518 E. FRANKFORD ROAD
CARROLLTON, TEXAS 75007
CONTACT: MARK MOHRWEIS, SR. PASTOR
TEL: 972-466-0054
OWNER:
HARLAN PROPERTIES, INC
2404 TEXAS DRIVE, SUITE 103
IRVING, TEXAS 75062
PHONE (972) 659-0655
ATTN: SURESH SHRIDHARANI
SURVEYOR'S CERTIFICATE
STATE OF TEXAS §
THAT 1, GEARY BAILEY, Registered Public Surveyor, hereby certify that I have prepared this
plat from an actual on -the -ground survey of the land, and that the corner monuments
shown thereon were properly placed under my personal supervision in accordance with the
platting rules and regulations of the City of Carrollton, Texas.
GEARY EIAIfEYRPLS 4573 �s 'T
.................... I .........
GEARY BAILEY
..............................
4573
S S 10
S U
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned authority, a Notary Public in and for the said County and
State on this date personally appeared GEARY BAILEY, known to me to be the person
whose name is subscribed to the foregoing instrument and acknowledged to me that
he/she executed the some for the purposes and considerations therein expressed and in
the capacity therein stated and as the act and deed therein stated.
Given under my hand and seat of office, this day of 2016.
DEBRA Y. COX
My COMMISSION EXPIRES
Febrwry13,2019
REVISIONS:
9/16/15
CITY COMMENTS
11/06/15
CITY COMMENTS
11/30/15
CITY COMMENTS
12/02/15
CITY COMMENTS
11/04/16
1 CITY COMMENTS
REPLAT
KINGSPOINT, 'PHASE 3
AN ADDITION TO THE CITY OF CARROLLTON, DENTON
COUNTY, TEXAS, AND BEING A REPLAT OF LOT 1, BLOCK 1
OF REDEEMER COVENANT CHURCH ADDITION,
AND BEING A 7.1490 ACRE TRACT OR PARCEL OF LAND
SITUATED IN THE B. BACCUS SURVEY ABSTRACT NO. 119
CONTAINING 311,410 SQUARE FEET OR 7.1490 ACRES
Filed for Record
in the Official Records Of:
Denton County
On, 11118/2016 11:26*25 AM
In the PLAT Records'
KINGSPOINT PH 3
Doc Number: 2016-2222
Number of Pages: 2
Amount: 100.00
Order#:
By: CR