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DELOS C. Mc CLENDONA-SANDR-A-Mc CLENDON
DOC# 2008-6013 O.P.R.D.C.T. LRX N 89050'19"E 526.12' ANGLE BENCHMARKS: TO
389.97' 136.15' IRON Basis of Vertical Datum: NAVD 1988 based on National Geodetic Survey Benchmark data. BASIS OF BEARINGS: DENTON
------ Z11) I Square cut on top of curb at the southeast curb return at the intersection of Uliurn Court and TEXAS STATE PLANE COORDINATE SYSTEM,
to %i; I I Ui NORTH CENTRAL TEXAS ZONE NAD 83, <i
to Pecan Woods Trail.
to* Elevation 610.85' ESTABLISHED FROM N.G.S. MONUMENT "DTOB"
COMMON L25 N89*50'19'E
DENTON COUNTY 130.13' AND"MARTIN"IN DUNE 1M. NOT TO SCALE
Square cut on top of curb at the centerline of an eleven foot curb inlet on the south side of
0 AREA 9 3.63,
VUE \ 1-
FRESH WATER SUPPLY 2 t-, Armadillo Trail and 35 feet east of the centerline of Haverfdrd Lane.
V- %\ Elevation 576.72'
N89*50'19"E 225.8 to
DISTRICT No. 7 N89*WI9"E
DOC# 2015-90488 V 81.01' 70.W 74.80' 1 130.00'
15.35'
O.P.R.D.C.T. C-4 6 3 C5
(TRACT 1) �r I '�D ?: 1 B.- � ?- �0 N89*5V19*E
4zr 7- CD f,4 0; �) cr�
A BO C� 1 130.00, DEBORAH K. GARRISON
V a O� C5 9 VM9 1
$0 31 32 33 SITE
M to . 8 MCKORY HILL
U7 CD
cl If 4 ON
29 Q 8- 9 DOC# 05-29251 LOCATION
z z z VUE O.P.R.D.C.T. CO 01 0 50 100 ISO 200
_40 N89*WI9*E
0 28 2141' C_ \p5
130.00' SCALE IN FEET FM 407'
_*�\ b
47.34 -70.W --r_.69.W 6 UE r4l
lb* ' . - ___ co
tl �1 27
Of
0
FM 407
100- __6 (0 1 N89*50'19'E S 89*59'15" E 0.85'
V UE S89*60,19*W 1��2-r
26 rb I , 130.01Y DETER
A
1* % - \ TO
82.90-1 S 89*56'12" E 1063.19' W LRY 20 TO 62.05' 4-- 60.00"-- CAP
4.47--_ 1 6 M LRF V0TEXCwA1P,,�N89046'30"E 176. FT \WORTH
-5.850 25' �j 25'
29, 1�426.37' 23.36' 91.8T -50 01 50.00, 50.00, 50.001- 50.00, 50.00'- 50.09 50.01Y 26.20 50.00' 50-00 w DALLAS
67.02' 60.w 60.00' 60.W 61AV 146.95' 91.94'
25 N89*WI9"E 00
L
SN 1 23.80'
Y. O.W CNI w w VICINITY MAP
w w -S 0*13'34" E 1, 70. OLT
0) to
.11. A � b) �
Ov 12 13 :!to 14 909 ;0 b C,
F �; K Lu V* 9 �? 8 :, b (B �
co -b P 0- to M zo ;,,
'-w 0 C; 16 9 0 - 11 12 %313 -1 32 zi, cR zo z 1. (Y
I E56 1 - 0 M Ci zo
La 7 31 3 0 2 9 2 8 2 7 wc; 2 6 25 C> 24 23 22 81 21 cs 20 6 19 18 17 11, 6
24 -1 § " b 1_� :- C4 & :_ "I . %'it -. - - LEGEND
IVYsxo wj zo, �k :!T - - - C-14, 4- Cq cz� Z, zz of CD - a -
0 cl) 8 z 01 8 a CD 8-
9 z z z -zl I ' z z Z z t�l �g 23.77'
FLOOD ZONE AE VUE JE z IRS 5/8" IRON ROD SET WITH "HZ"CAP
60.00' __4A - - - - - - - - - -
_�A�NEL -S7.3. - 68.72'-- _60 _60.W.4- 60.00 -1-65.00 -50.20'-,-50.00',-50.W-..-SO.W-150.W�--60.00'.,�-50.00'--50.00'�1-50.00'-,�-50.00'- �50,00' 50.00'-
b 915' 18.82' Z 20`13
AS SHOWN ON COMMUNITY P 3.88, Z IRF 5/8"IRON ROD FOUND WITH "HZ'CAP
N89"W19-E 7.78- 77777 7777':�,-
74.18' 107.82' N 8904626n E 8.456' No. 48121CO53OG OF THE FLOOD 'A 8 e;T
O.R.D.C.T. OFFICIAL RECORDS, DENTON COUNTY,
04 N 89*46!26"E 623.8 3, %
INSURANCE RATE MAP FOR DENTON CO 4 ik:o �':` , , , ;,.
S89*56'12"E 351.ir 4 19.77' 5'UE- ct, Cb SILVdk�'6r%;yR1v1lz SILVERTON [DRIVE-- P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TX
COUNTY, TEXAS AND CN A
INCORPORATED AREAS DATE 617 112.82- - - - - - - iavv (W ROW)
C%I
'A 120.3Z
D 7 -U-8�37 LILIUM 238-35'COURT D.C.F.W.S.D. No.7 DENTON COUNTY FRESH WATER
5' UE < , aYL, L SUPPLY DISTRICT NUMBER 7
15
APRIL 18,2011, AND AS SHOWN ON
ZD 16 '42.70, zz 7136-
2 63' ::-116.43' TEMP.S' ErTUR4-ANROUND6MT.
17 '*'( ------ �12. t4 �iFdt� - t - I --I I L
LETTER OF MAP REVISION CASE No. 3�1 �33' 19 BL 0, 1 n _L' 10113L k
17-06-0893P WITH AN EFFECTIVE tp 5? U L47 00-1-2 8-9493, XKD.C.7. B.L. BUILDING LINE
DATE OF FEBRUARY 21, 2017 1 6.82 18 93L_ (ABANDON D BY TI, IS I PIAT)
26
22 . / / - - 20' BE 5'
As�el 6 Eu 46 - D , kNk & UE J to 13 UE UTILITY EASEMENT
vs xa 7,> 632 2-5 C11111 16 X
P
-ro 65. Doe. No, DOCUMENT NUMBER OF THE OFFICIAL
\ t. 0.1 ve kv RECORDS OF DENTON COUNTY TEXAS
C\1 I 'to
1 27 17 C, It-
12
k4l DENOTES STREET NAME CHANGE
S 82-324W E 25 38' C) 19 f 141 1
21 14.58, 0 18 . ?.5 11 ' I,"' I * - \ $I
i:� VUE
(P 2
41 10 -- ;�� I .. 1' 1 /'41 -PARCEL DESIGNATION
_L2� L;14 _L-V 12
NGTON
31.61'
q 15 k__BLOCK
14.11, 0) 6 S BARZRI
5' UE 0!. *� st
20 11�
A, - 1., 122. 24 -.5 �1 26 7�
A. fto. ADDITION
26.70� 0. uj;_ S76. 82.7V 67 . w 94AV 21.811 PL
28 �F ow 10 1%�,
Ji 20.251
4 L-18 jci� 7
20 Bo C,� .. 41) PIHASEB EASEMENT ABANDONED BY THIS
A 36 8 0 11 lot
Ps
.NP Nlb " -
it 1< I* A- 26.36' 21 0 SWIT53"E 41 S '7"57'06" W 161,97' U DOC_ No. 201&= 5'COSERV ELECTRIC EASEMENT;
.6 UE to 1 0 , , --",A FP.KD.Cl DOC. No. 2017-140334 O.R.D.C.T.
W34-W I i o`� 14 .1V5 :, 1 7 .0 A w 1389. 122.45' K ZJ' bl 0 U
37 A
22.W IN AV"':�'
25' 25' S 89-58"34" W 114.39' C>
Air
1, 125.00 -.11 N87-16� 'A 10
29 S86-2446-E
VV B 130.59, 1
19 35 28.66 1! 11 10
15 22 o 0 Z41 5 7t I N891581WE AL i
Co(0 - . 25-20'-f $0.01, 8.93' IT MIN.- V,
t!z 1 (0 9 120.00' 8 5 6 1",KV-,
/ / 38 S89-58-34-W 22 S 10*1537" W 140.19' esi =10�
83*25,36-W 13
125.56, 1-28 741
T, r4f�
257.3 2 S
8.20' 30 2*.741 C.I. 1?1 rs* AV
Cb 6 UE-�� 91 z S DRIVE- 40
12-7,3' 7 COE.
I �WE 6
t-4 T'\ I C1 1 N89-58 z"! 31.98'
lo, S,,)*44`09"E CIO ;D L8 50, KUIJ'#v I
I C4 120.001 PRICKLY PEAR TRAIL 6-1.
23 \K/ 34
18 136.94' J1
w L9 (50'ROW)
j C", 39
14.90' 21 V.:-> 0
C25 31 02� G 6 Z
? �$ 7,
0tl C2 7
S *5,r I N89*68-WE 7 '0
i I I
2il. lz� AO, J.3el )01 L,2 k
120 Va
S79-31.03 9 9 1 LIO
'Co �Ilzv 1�p \ I � lr�- I - S W 5
\ C" 20 tr_
16 33 $2 0� 1 7 6 L Y�V, r L3 1\ 16 1
17 12.6r A L26 2 9 8 COMMON 6 41
40 30.911 --A 17 r4f� bz,
4
N85*02
13.35!-J I'?
44*11 SOOO AREA 5
21 t S89*58'34"W 126n E 165.82' �-L4 \ 04
15' SANIT COMMON
12 0' 9
cm
4
74.�5,
7 R�
STREET R.O.W.
19
-,91.8V -- -------- C14
'21
7z AREA? SEWER CL 'i5 7-
MT.a. -BARRINGTON ADDITION'
DOC. No, 191 5
41 UTILITY ACCESS ESMT.
O.R.D.C.T. 16 CZ 11
SANN RES 0. NQ.201"94, O.R.D.`1P.T. 20 TYPICAL PAD,&
42 'iRTIALLY (PARTIALLY VACATED BY THIS PLAT) DOC. Np.-�2971�R 5 (PA ABANDONED By
PHASE B
"A I
51 UE D.C.T. SETBACK LINE DETAIL
43 28012'33" E 119 78' 'Tols�_AT) N \1 I (70'LOT)
2 21
-r r% rl r! %At,' r% Lt- A
UE
44 10 4
DETENTION POND AREA
45 39
H
S59011'10"E 130.96' YT "�-,S52-5416W 4.63' BARRINGTON ADDITION
AV (2.436 AC.) DRAINAGE ESMT
It T- 0- \, i is, MIN.-
DOC. # 2018-9495 COMMON,
47
O.R.D.C.T. AREA 411 PHASE A
0� N 86*12"28'E 50.00'
CROSSTEX DC GATHERING * % 75 -A I", ;A DOC.'No. 296- D.C.T.
COMPANY J.V. 7.29- X
% , 65 - Wr e
tp " L S402429"W 21.21 N
15'SANITARY SEWER ESMT.
rr 4tEX VUE
20'GAS ESMT. (LT
DOC. No. 2018-9496 O.R.D
PARCEL 014.1 & 017 -C-T.N 47008-5r E 25.00- ------ 17
51 us 2
2007-109419 & 201"5496--- z
D.R.D.C.T. N 90"DOW" E 250.00' S40c35'31"E 50.10'
13 C%I
-15!-SANITARY SEWER ESMT. (PARTIALLY VACATED BY THIS PLAT) 7
co 6 SANITARY SEWER ESMT. C39 S15-4
No. 2018-9496 ".D.C.T. _DOC S84O2'58*W
COMMON
AREA I
j�6,47` 26!
-----------
----------- - 50'x 26' DRAINAGE tD. 15 z
TO 04
14 w
6(Yx51Y FS EASEMENT 20'DRAI z '-f
g i I STREETRM
I r4l DRAINAGE EASEMENT _j
AGE INST. No. 2016-120184 0
DRAIN ESMT.
21.v K r O.R.D.C.T.
7W)WAL PAD &
14 SETBAO(LINE DETAIL
-APPROX. SURVEY LINE D 15
V)
APPROX. SURVEY LINE 46 17
-AREAA
(60, LOT)
9.69
" 7
A AkAg=Kfrry PrWrcm 0
3- k 0). 1 w '�I I
(2.282 AC.) L13 rao
1QAOTE:
l
L14 1101* FIRCINTYARD SETBACK MAY BE
NO-31`084W 116.41' 7K7
A
'12 FREDUCED BY 5! WHEN A "J" DRIVE IS USED.
20'SANITARY SEWER ESMT.
12
C, (PARTIALLY VACATED BY V
5 N 57"51'31" W 153.71' 4
PLAT) THI
S
DOC. # 2016-120185 O.R.D.C.T. na
FINA-�L PLAT
2 72. L 16
ktlt7
1U 11011
N 89*58'34" E -N42*31'58" W 61.78'
d!�Itjo ?%.381:,10
I-Z 5T N r
8 7 6
\A L 18 S58*00'03"W 128.51" BARRINGTON ADDITION PHASE C
126.
S, 758 ----------- (40'�!
L N 84 015'48" W 55. 00'
16.50' J
9 -;7.33' COUNTY, TEXAS
CA - - UE� 51V 9 AN ADDITION TO DENTON COUN
U,
C.F.W.S.D No. 7 /'41
A I t:K, SEWER ST (z) 139 RESIDENTIAL LOTS, 4 COMM(ON AREAS, 1 AMENITY CENTER LOT
WATER ESMT. to S 85*52'14"E 11.58' -N 57012'10"W 44.48'
*V A�
DOC# 2007-1 85 1. Z 3r -53.27 ACRES
to COMMON AREA 1
7 T
TRACT No. 3 _11 SI UA7rED IN*nE
7 INT OF
BARRINGTON ADDITION
iv r4 _1� LEWIS COHEN SLJORVEY, ABST, No, 246 GINNING
2
ISABEL ADDITION \N (50, ROW)----_,, 15 PHASE A
Vd.
6 9.46'-_ DOC. No, 2W2224 P.R.D.C.T. RICHARD KNIGHT SURVEY, ABST. No. 702
2 40
PHASE A . \ 011 0 1 1
CAq� W,- PG. 06 C24 .5T L IVEYABST. No. 1234
L48 ,- I W. H. SCOTT SUF;t
A=230'0229"
PiR.D.C.T.
BYSEPARA�NSTRu
DRAINAG9 �SMM'
NI 3 R= 140.00' 3 16
\10 iz� UE CB = S34 *3343"W t n
CH = 55.92'
D C F W S D Nix-1 4 r 5 CURPG LAND COMP AANY, L.,r,
NOTE: Filed for.
WW�iR,' R& o6f L 56.30' Record
26.41 A n Road, Sub 130
AqT5_WATER ESMT. 1b.
.1 by: CL TEXAS I G.P., L.L.C., 14755 Presto ir
n 17 Dallas, Texas 75254 in the Off ial Records Of'-
2007�14427�6� IS D\ Denton County AM
T GTI _RM�AGE Q_ 5 1. ALL LOT CORNERS WILL BE SET UPON COMPLETION OF CONSTRUCTION z
EASEMEI�\ USING A 518 INCH REBAR WITH A YELLOW PLASTIC CAP STAMPED Phone: (972) 702-8699 Fax: (972) 702,48372- On: 911212018
-HUITT-ZOLLARS-. (IN AREAS WHERE IT IS NOT PHYSIC L `,_Y POSSIBLE TO in the PLAT Records 0
Tom Burleson, Executive Vice Preside <
20'�A I SEWER ESMT. TRIN A:
.4p, q, `Z�� - - SET REBAR, AN X CUT OR P.K. NAIL WILL BE UTILIZED). THE CENTERLINE
[DAD WAY
C; BY -S�PA INSTRUMENTS R.O.W. DEDICATION - - - - - - SARRINGTON ADDN PH C
S��;p (385 SQ.FT) jVAFWBLE ROW) Doc. Number:
S NITARY R ESMT. OF THE STREET RIGHT-OF-WAY WILL BE MONUMENTED WITH A SCRIBED r of Pages: 0
tor C. 2 ' 185 O.R.D.C.T. "X" IN CONCRETE AT THE P.C.-S, P.T.'S AND INTERSECTION POINTS. Number
AM000t:
'X CUT SET (AT P.O.B) 2. COORDINATES SHOWN ARE TEXAS STATE PLANE COORDINATE SYSTEM, C. W.S�D Na 7 orlier#:?0180912000116 0
I WAT I S� NORTH CENTRAL ZONE 4202, NAD 1983 GRID VALUES. 3;
_tER� W N 7089400.795
2 !�§I�ATER ESM7.
8�T BANDERA ADDITION All. ll BY:
DOC# 7- 428 A= 1 *30'44" E 2392615.659 id-zoll rs, Inc. Ilas
TRACT .4\ Y. PG. b P.R.D.C.i. 0
3. SEE SHEET 2 OF 3 FOR LINE AND CURVE TABLES AND GENERAL NOTES. 1717 McKinney Avenue, Suite 1400 0
Dallas, Texas 75202-1236 Ld
CRI )C �GATHERING CB=S4605020W
J.V.
PANY J V \7
R= 1960.861
Phone (214) 871-3311 Fax (214) 871-0757
C04PANY
\20'GAS ESMT,. PARCEL 018 LC=H5=15.715.75' z
/DO"07-95095 O.R.D.C.Tj D
AUGUST, IO0
PROJECT No. R306792.04
GENERAL NOTES
1. WHOLESALE WATER AND SANITARY SEWER SERVICE TO BE PROVIDED BY:
UPPER TRINITY REGIONAL WATER DISTRICT
900 NORTH KEALY STREET,
LEWISVILLE, TEXAS 75067
P.O. BOX DRAWER 305 "'
LEWISVILLE, TEXAS 75067
PHONE: (972) 219-1228, "; FAX: (972) 221-9896
2. GAS & ELECTRIC TO BE PROVIDED BY:
COSERV
7701 SOUTH STEMMONS FREEWAY
CORINTH, TEXAS 76210-1842
PHONE: (800) 274-4014, FAX: (940) 270-7790
3. CABLE & TELEPHONE TO BE PROVIDED BY:
GRANDE COMMUNICATIONS
500 TITTLE DR., SUITE 400
LEWISVILLE, TEXAS 75056
PHONE: (877) 238-6891
4. THIS PLAT IS NOT WITHIN A FEMA-DESIGNATED FLOODPLAIN. FOR LIMITS
OF THE 100-YEAR FLOODPLAIN IN THIS AREA, REFER TO FEMA MAP
NUMBER 48121 C0530G, APRIL 18, 2011 DENTON COUNTY. .
5. THE MAINTENANCE OF' PAVING, GRADING AND DRAINAGE IMPROVEMENTS
AND/OR EASEMENTS SHOWN ON THIS PLAT ARE THE RESPONSIBILITY OF
THE INDIVIDUAL PROPERTY OWNERS AND DOES NOT CONSTITUTE
ACCEPTANCE OF THE SAME FOR MAINTENANCE PURPOSES BY DENTON
COUNTY.
6. "LANDSCAPE & WALL MAINTENANCE EASEMENTS" SHOWN ON THIS PLAT
LINE TA13LE
LINE
BEARING
LENGTH
Li
N 6202650" W
14.59'
L2
S 68*37'11* W
50.00'
L3
S 26*O'33" W
13.92'
L4
N 73*28'14" W
14.40'
L5
N 29*31123" W
12.84'
L6
S 60'28'37" W
=170.00'
L7
S 29031'23* E
160.92'
L8
S 89'SV34" W
110.00'
L9
N 45001W W
14.14'
L10
N 00"01'26" W
1.6T
L11
S 89'5834" W
50.00'
L12
S 00*01'26" E
16.18'
L13
S 89058'34" W
146.01'
L14
S 15°13'S3" W
22,80'
L15
S 00*01'26" E
' 100.00'
L16
S 89*58'34* W
81.28'
L17
S 00'01'26" E
S0.00'
L18
N 8W58'34" E
5.50'
L19
S 45001'26* E
21211
L20
S 00'01'26" E
95.53'
LINE TABLE
LINE
BEARING
LENGTH
L21
S 04'18'31" E
84.75'
L22
N 00°01'26* W
52.33'
L23
S 42*32'57" E
25,00'
L24
N 89*50'19" E
80.11,
L25
S 89°58'57* E
25.00'
L26
N 89°58'34" E
25.00'
L27
N 00'0348" E
5.00,
L28
N 00°13'34* W
25.00'
L29
S 00°1334" E
13.62'
L30
S 00°13'34" E
13.4T
L31
S 00°01'26" E
28.74'
L32
N 44*58'34" E
14,14'
L33
S 45*01'26" E
14.14'
L34
N 26*49"21" E
14.14'
L35
S 63*10'39" E
14.14'
L36
N 52*57'28" E
21.91'
L37
N 39'4629" W
212T
L38
N 62917'36" E
14AT
L39
S 30*54'40" E
14.63'
L40
S 45004'19" E
14.12,
CURVE TABLE
CURVE
DELTA
RADIUS
CH BEARING
CHORD
LENGTH
C1
4°4V58"
1407-W
S 76*55'53" W
114.96'
115.00'
C2
1*03`29"
275.00'
N 20*51'05" W
5.08,
5.08,
C3
0*1659"
225,00'
S 21'16'07" E
1.11,
1.11,
C4
8°57'11"
1407.00'
S 67015'43" W
219.63'
219.85'
C5
11 *4415"
275.00'
S 51 *28'53" W
56.24'
56.34'
C6
11*29'04"
225.00'
S 51°21'18" W
45.02'
45.10'
C7
47*2V29"
125.00'
N 23*42'49" E
100.64'
103.57'
C8
65*33`21"
564.00'
S 57*03'39" W
610.68'
645.31'
C9
42*27'37"
250.00'
S 3'OTIW W
181.06'
1852T
C10
13°52`07"
400.00'
S 11'14'35" E
96.59'
96.82'
ARE FOR THE PURPOSE OF PROVIDING ACCESS FOR LANDSCAPE AND
WALL MAINTENANCE OPERATIONS. MAINTENANCE OF THE IMPROVEMENTS
WITHIN THE "LANDSCAPE AND WALL MAINTENANCE EASEMENTS" IS THE
RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT
NO. 7 AND DOES NOT CONSTITUTE ACCEPTANCE OF THE SAME FOR
MAINTENANCE PURPOSES BY DENTON COUNTY.
7. THE SUBJECT PROPERTY OF THIS PLAT IS WITHIN THE
EXTRA TERRITORIAL JURISDICTION OF THE TOWN OF COPPER CANYON.
8. ALL POSITIVE OVERFLOW EASEMENTS SHALL BE KEPT CLEAR OF
PLANTINGS, AND OTHER OBSTRUCTIONS TO THE OPERATION AND
MAINTENANCE OF THE DRAINAGE FACILITY BY THE PROPERTY
OWNER. ANY FENCES WITHIN THE EASEMENT SHALL BE KEPT AT AN
ELEVATION HIGH ENOUGH TO NOT BLOCK OR RESTRICT THE FLOW OF
WATER WITHIN THE EASEMENT.
9. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN
SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE
FLOODWAY IS PROHIBITED.
10. DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE,
PERSONAL INJURY, OR LOSS OF LIFE OR PROPERTY OCCASIONED BY
FLOODING OR FLOODING CONDITIONS.
11. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE
COMMISSIONERS COURT APPROVAL SHALL BE SUBJECT TO CURRENT
COUNTY SUBDIVISION RULES AND REGULATIONS.
12. A DRIVEWAY CULVERT PERMIT MUST BE OBTAINED FROM THE ROAD AND
BRIDGE DEPARTMENTS BY THE OWNER OF EACH LOT PRIOR TO THE
CONSTRUCTION, INSTALLATION OR PLACEMENT OF ANY DRIVEWAY
ACCESS IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OF-WAY.
LINE TABLE
LINE
BEARING
LENGTH
L41
N 44*55'41" E
14.16'
L42
S 40*4T40" E
19.59,
L43
N 48*15'29" E
14.91'
L44
S 46*04'46" E
14.35'
L45
N 43*50'07" E
13.91'
L46
S 46*56`56" E
14.56'
L47
S 42'40'05* W
13.61'
L48
N 85°55'04" E
20.00'
L49
S 75°35'25" W
108.05'
L50
N 5'r03'50* W
15.5T
LS1
N 3592941 * E
32.81'
L52
S 50'41'06" W
20.00'
L53
S 77*14'5W E
24.33'
L54
N 77*14'58" W
24.33'
L55
S 18*12'12* W
24.33'
L56
N 11 *01'34" E
53.14'
L57
N 07'OT01" E
64.80'
L58
N 13*2T50" E
54.44'
L59
N 22*3649" E
42.05'
L60
N 60*39'19" E
38.78'
LINE TABLE
LINE
BEARING
LENGTH
L61
S 00'1334* E
56.58'
L62
S 23°1TOO" W
51.04'
L63
S 54"36'23" E
20.00'
L64
S 12'1T28* E
20.00'
L65
S 76*40'42" W
76.06'
L66
N 76°40"42" E
T8.11'
CURVE TABLE
CURVE
DELTA
RADIUS
CH BEARING
CHORD
LENGTH
C11
$S'42'55"
200.00'
S 47*09'58" E
272.07'
299.20'
C12
67*3324"
55.00'
S 38*0240" W
61.16'
64.8V
C13
85*34'21"
250.00'
S 47°03'09" W
339.63'
373.38'
C14
7°3T01"
250.00'
N 86'211W W
33,21'
33.24'
C15
19*07'14"
750.00'
S 9*32'11" W
249.13'
250.29'
C16
19°04'46"
400.00'
S 9*33'26" W
132.68'
133.20'
C17
16*0756"
250.00'
N 81*5445" W
69.80'
70.03'
C18
20'42'07"
260.00'
N 10°3332" E
89.84"
90.3T
C19
20'56'01"
500.00'
N 10*2635" E
181.67'
182.68'
C20
29*17'49"
525.00'
S 14°5228" E
266.53'
268.45'
13.
14. DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF
PRIVATE ROADS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION
AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE
FOR THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY
ACCESS EASEMENTS, RECREATION AREAS, AND OPEN SPACES, AND SAID
OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY,
FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR
RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS
SET FORTH IN THIS PARAGRAPH.
15. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR
ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE
MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR
LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE
COURSES ALONG OR ACROSS THE LOTS.
16. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES,
BUILDINGS, FOUNDATIONS, PLANTINGS AND OTHER OBSTRUCTIONS TO
THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY.
17. NO CONSTRUCTION, WITHOUT WRITTEN APPROVAL FROM DENTON
COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN
AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT
PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO
RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO
FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW
OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE
PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO
THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISH FLOOR
ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE 100-YEAR
FLOOD ELEVATION.
CURVE TABLE
CURVE
DELTA
RADIUS
CH BEARING
CHORD
LENGTH
C21
29*1T49"
250.00"
S 14'5228" E
126.44'
127.83'
C22
8*08'34"
250.00'
S 25*2T06* E
35.50,
35.53'
C23
247*58'32"
50.00'
S 8*33'41" E
82.92'
216.40'
C24
670W3T
30.00'
N 81°26'19" E
33.54'
35.59'
C25
67033124"
30.00'
N 38*02'40" E
33.36'
35.3T
C26
98'2922"
40,00'
N 22*00'S0" E
60.60'
68.7V
C27
35'4701"
30.00'
S 9°22'S1" E
18.39'
18.69
C28
67*5832"
30,00'
N 33°ST51* E
33.54'
35.59,
C29
50.00'
S 56'02'09" E
82.92'
216A0'
C30
1247-5832-
73°23'S4"
I 20.00'
N 36*40'54" W
I 23.90"
25.62
2 L 2 -- - .n 1 �-T c ,Cps`"
orU A077 0 -?-A Z, \�- r� � (�& &A) C) U-1 RAC -A U-
CURVE TABLE
CURVE
DELTA
RADIUS
CH BEARING
CHORD
LENGTH
C31
253*2354"
S0.00'
S 53*19'06" W
80.18'
221.13'
C32
55°09'00"
20.00'
N 62*29'17" E
18.57
1925'
C33
27W33'55"
50.00'
N 5-18'15" W
64.5T
243.97'
C34
4402455"
20.00'
N 67*4T45" W
15.12'
15.60,
C35
253'23'54"
50.00'
S 36*55'31" E
80.18'
221 A T
C36
73*23S4"
20.00'
N 53°04'29" E
23.90'
25.62'
C37
20'51'12"
246.00'
N 58°05`58" E
89.04'
89.53'
C38
21'28'05"
208.16
N 57*47'32" E
77.54'
77.99'
C39
78*56*07"
86.00'
N 86°31'33* E
109.33'
118AW
1
C40
24'00'20"
154.00'
S 70°00'02" E
64.05'
64.52'
t
r
{
FINALRLAT ..f
BARRINGTON ADDITION PHASE ��. No
sS' .
AN ADDITION TO DENTON COUNTY, TEXAS
139 RESIDENTIAL LOTS, 4 COMMON AREAS, 1 AMENITY CENTER LO'-.
53.27 ACRES
StrUATM IN THE
LEWIS CO HEN SURVEY, ABST. NO.246
RICHARD WNIGHT SURVEY, ABST. No. 702
W. H. SCO)Ti SURREY, ABST. NO. 1234
OWNER'S CERTIFICATE
STATE OF TEXAS
COUNTY OF DENTON
WHEREAS, CURPG LAND COMPANY, L.P. is the owner of a tract of land situated in the Lewis Cohen Survey, Abstract No. 246 and the Richard Knight
Survey, Abstract No. 702 and the W.H. Scott Survey, Abstract No. 1234, all in Denton County, Texas and being all of a tract of land described in Instrument as
Tract 43A and a portion of a tract of land described as Tract 43 in instrument to CURPG Land Company, L.P. as recorded under Document No. 2016-49620 of
the Official Records of Denton County, Texas (O.R.D.C.T.), and being a portion of a tract of land described as Tract 8 in instrument to CURPG Land Company,
L.P. as recorded under Document No. 2004-126732, O.R.D.C.T., and being a portion of a 14.961 acre tract of land described in instrument to CL/RPG Land
Company, LP. as recorded under Document No, 2016-49621, O.R.D.C.T., and being a portions of a tract of land described in instrument to Rayzor Ranch, LP
as recorded under Document No. 99-R0064869, O.R.D.C.T. and being more particularly described as follows;
BEGINNING at anX'cut set in concrete for the northern most comer of a variable width right-of-way of Lantana Trail as shown on plat of Lantana Northern
Amenity Addition, an addition to Denton County, Texas as recorded in Cabinet W, Page 618 of the Plat Records of Collin County, Texas (P.R.D.C.T.), said point
also being on the southerly line of Barrington Addition Phase A, an addition to Denton County, Texas as recorded under Document Number 2016-2224,
P.R.D.C.T., said point also being the beginning of a curve to the light having a delta angle of 23 degrees 02 minutes 29 seconds, a radius of 140.00 feet and
being subtend6d by a 55.92 foot chord which bears South 34 degrees 33 minutes 43 seconds West;
THENCE along the northwesterly right-of-way line of said Lantana Trail the following courses:
Continuing southwesterly along said curve to the right an arc distance of 56.30 feet to a 5/8 inch iron rod found with plastic cap stamped "Huftt-Zollars" at
the end said curve;
South 46 degrees 04 minutes 58 seconds West a distance of 373.78 feet to a 5/8 inch iron rod found with plastic cap stamped 'Huitt-Zollare at the
beginning of a curve to the right having delta angle of I degree 30 minutes 44 seconds, a radius of 1,960.86 feet and being subtended by a 51.75 foot
chord which bears South 46 degrees 50 minutes 20 seconds West;
Continuing southwesterly along said curve to the right an arc distance of 51.75 feet to a 5t8 inch iron rod set with plastic cap stamped 01-luitt-Zollars' for a
comer,
THENCE North 30 degrees 34 minutes 12 seconds West departing said northwesterly light -of way line of Lantana Trail and continuing along a westerly line of
the aforementioned Tract 43, a distance of 445.13 feet to a 5/8 inch iron rod found with plastic cap stamped *Huift-Zollam7;
THENCE continuing along the westerly line of said Tract 43 the following courses:
North 45 degrees 47 minutes 53 seconds West a distance of 198.03 feet to a 5/8 inch iron rod found with plastic cap stamped 'Huitt-Zollars";
North 0 degrees 31 minutes 08 seconds West a distance of 116.41 feet to a 518 inch iron rod found with plastic cap stamped "Huift-Zollars";
North 18 degrees 10 minutes 39 seconds West a distance of 634.32 feet to a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars';
North 43 degrees 15 minutes 19 seconds East a distance of 215.55 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollane;
North 24 degrees 16 minutes 59 seconds East a distance of 233.21 feet to a 5/8 inch iron rod found with plastic cap stamped *Huift-Zollare;
North 48 degrees 54 minutes 12 seconds East a distance of 310.28 feet to a 5/8 inch iron rod found with plastic cap stamped 'Huitt-Zollars*;
North 53 degrees 29 minutes 14 seconds East a distance of 268AO feet to a 518 inch iron rod found with plastic cap stamped 'Huitt-Zoliam7 at the
northwest comer of said Tract 43;
THENCE North 89 degrees 50 minutes 19 seconds East along the north line of said Tract 43 a distance of 526.12 feet to an angle iron found at the northeast
comer of said tract;
THENCE South 0 degrees 01 minute 03 seconds West along the easterly line of said Tract 43 a distance of 343.17 feet to a 5/8 inch iron rod found with plastic
cap stamped *HuItt-ZoIIars*;
THENCE South 89 degrees 59 minutes 15 seconds East continuing along the easterly line said Tract 43 a distance of 0.85 feet to a 518 inch iron rod found with
plastic cap stamped mHuitt-Zollam" for an easterly comer of said tract, and being the northwest comer of tract of land described as the aforementioned Tract No.
8 to CL/RPG Land Company, L.P.;
THENCE South 89 degrees 56 minutes 12 seconds East along the north line of said Tract No. 8, a distance of 1063.19 feet to a 5/8 inch iron rod found with
plastic cap stamped 'Votex" at the northwest comer of an aforementioned 14.96 acre tract of land to CURPG Land Company, L.P.;
THENCE North 89 degrees 46 minutes 30 seconds East along the north line of said 14.96 acre tract, a distance of 176.20 feet to a 5/8 inch iron rod found with
plastic cap stamped "Huitt-Zollars" for the northwest comer of Barrington Addition Phase B, an addition to Denton County, Texas as recorded under Document
E No. 2018-128, P.R.D.C.T.;
ca
& THENCE South 0 degrees 13 minutes 34 seconds East along the westerly line of said Barrington Addition Phase B and crossing Silveftn Drive (a 50'
uj
co right-of-way as per said plat) a distance of 170.00 feet to a 5/8 inch iron rod found with plastic cap stamped 'Huitt-Zollars' on the south right-of-way line of said
D Silverton Drive;
THENCE North 89 degrees 46 minutes 26 seconds East along the south right-of-way line of said Silverton Drive, a distance of 8.56 feet to a 5/8 inch iron rod
M
2 found with plastic cap stamped "Huitt-Zollars" on the west line of said Barrington Addition Phase B;
CL c THENCE South 23 degrees 36 minutes 34 seconds East continuing along the west line of said Barrington Addition Phase B, a distance of 289.80 feet to a 5/8
< LL inch iron rod found with plastic cap stamped 'Huitt-Zollars! for a comer on the northerly right-of-way line of Briscoe Drive (a 50' foot wide right-of-way as per said
Z plat), said point also being the beginning of a non -tangent curve to the left having a delta angle of 4 degrees 40 minutes 58 seconds, a radius of 1,407.00 feet
Cu_3 Uj and being subtended by a 114.96 foot chord which beam South 76 degrees 55 minutes 53 seconds West;
- im 0 THENCE along the northerly line of said Barrington Addition Phase B the following courses:
0
ZZ
C5 Continuing westerly along the northerly right-of-way line of said Briscoe Drive and said curve to the left, an arc distance of 115.00 feet to a 5/8 inch iron rod
found with plastic cap stamped *Huift-ZollaW at the end of said curve;
Z
North 62 degrees 26 minutes 50 seconds West a distance of 14.59 feet to a 518 inch iron rod found with plastic cap stamped 'Huitt-Zollars' on the easterly
right-of-way line of Lemon Drive (a 60'right-of-way as per said plat), and being the beginning of a non -tangent curve to the left having a delta angle of I
a. M degree 03, minutes 29 seconds, a radius of 275.00 feet and being subtended by a 5.08 foot chord which bears North 20 degrees 51 minutes 05 seconds
_j (D West
< Z
u_ co Continuing northwesterly along said easterly right-of-way line of Lemon Drive and said curve to the left an are distance of 5.08 feet to a 5/8 inch iron rod
6 X found with plastic cap stamped "Huitt-Zollars" at the end of said curve;
< Uj
00 South 68 degrees 37 minutes 11 seconds West crossing said Lemon Drive, a distance of 50.00 feet to a 5/8 inch iron rod found with plastic cap stamped
= Z
< *Huift-Zollars' on the westerly right-of-way line of said Lemon Drive and being the beginning of a non -tangent curve to the right having a delta angle of 0
degrees 16 minutes 59 seconds, a radius of 225.00 feet and being subtended by a 1.11 foot chord which bears South 21 degrees 16 minutes 07 seconds
C3 0
Z East,
Continuing southeasterly along said southwesterly right-of-way line of Lemon Drive and said curve to the right, an arc distance of 1.11 feet to a 5/8 inch
M iron rod found with plastic cap stamped "Huitt-Zollars" at the end of said curve;
< M South 26 degrees 03 minutes 33 seconds West a distance of 13-92 feet to a 518 inch iron rod found with plastic cap stamped "Huift-ZollaW on the
00 northerly right-of-way line of said Briscoe Drive and being the beginning of a non -tangent curve to the left having a delta angle of 8 degrees 57 minutes 11
0
T-0
ti Z seconds, a radius of 1,407.00 feet and being subtended by a 219.63 foot chord which bears South 67 degrees IS minutes 43 seconds West;
op
Continuing westerly along the northerly right-of-way line of said Briscoe Drive and said curve to the left, an are distance of 219.85 feet to a 5/8 inch iron rod
Z found with plastic cap stamped 'Huftt-Zollars" at the end of said curve;
< North 73 degrees 28 minutes 14 seconds West a distance of 14AO feet to a 5/8 inch iron rod found with plastic cap stamped 'Huitt-Zoliam" on the easterly
M
right-of-way line of Violet Drive (a 50' right-of-way as per said plat);
CL 66
C LL
's Uj North 29 degrees 31 minutes 23 seconds West along the easterly right-of-way line of said Violet Drive, a distance of 12.84 feet to a 5/8 inch iron rod found
0) W
X with plastic cap stamped *Hudt-Zollars";
M
c? E South 60 degrees 28 minutes 37 seconds West crossing said Violet Drive and continuing along the northerly line of said Barrington Addition Phase B, a
CL distance of 170.00 feet to a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars" for a comer,
"I* N
9 kq
si - THENCE South 29 degrees 31 minutes 23 seconds East along a southwesterly line of said Barrington Addition Phase B, a distance of 160.92 feet to a 518 inch
r- co
(0 T- iron rod found with plastic cap stamped "Huftt-Zollars* on the northerly right-of-way line of Sunfish Drive (a 50' right-of-way as per said plat) and being the
C) 0
M " beginning of a non -tangent curve to the right having a delta angle of 11 degrees 44 minutes 15 seconds, a radius of 275.00 feet and being subtended by a 56.24
6 foot chord which bears South 51 degrees 28 minutes 53 seconds West;
CL
THENCE continuing southwesterly along the northerly right-of-way of said Sunfish Drive and said curve to the left, an arc distance of 56.34 feet to a 518 inch iron
jd <
rod found with plastic cap stamped 4HuittZoIIars* at the beginning of a reverse curve to the left having a delta angle of 11 degrees 29 minutes 04 seconds, a
uj
ao
radius of 225.00 feet and being subtended by a 45.02 foot chord which bears South 51 degrees 21 minutes 18 seconds West,
THENCE continuing southwesterly along the northerly right-of-way line of said Sunfish Drive and said curve to the right an are distance of 45.10 feet to a 5/8
inch iron rod found with plastic cap stamped *Huift-Zollars" for a comer on a northeasterly line of said Barrington Addition Phase B;
THENCE North 29 degrees 31 minutes 23 seconds West departing the northerly right-of-way line of said Sunfish Drive and continuing along a northeasterly line
of said Barrington Addition Phase B, a distance of 603.51 feet to a 5/8 inch iron rod found with plastic cap stamped 'Hulft-Zollars* for a comer on the northerly
line of said Barrington Addition Phase B;
THENCE along the northerly line of said Barrington Addition Phase B the following courses:
South 87 degrees 57 minutes 06 seconds West a distance of 161.97 feet to a 5/8 inch iron rod found with plastic cap stamped 'Huift-Zollars;
South 89 degrees 58 minutes 34 seconds West a distance of 114.39 feet to a 5/8 inch iron rod found with plastic cap stamped "Hulft-Zollars" for a comer,
THENCE South 10 degrees 15 minutes 37 seconds West along a westerly line of said Barrington Addition Phase B, a distance of 140.19 feet to a 5/8 inch iron
rod found with plastic cap stamped 'Huift-Zollars" for a comer on the north right-of-way line of Prickly Pear Trail (a 50' right-of-way as per said plat);
THENCE along the northerly line of said Barrington Addition Phase B the following courses:
South 89 degrees 58 minutes 34 seconds West along the north right-of-way line of said Prickly Pear Trail, a distance of 110.00 feet to a 5/8 inch iron rod
found with plastic cap stamped *Huitt-Zollars' for a comer,
North 45 degrees 01 minute 26 seconds West a distance of 14.14 feet to a 5/8 inch iron rod found with plastic cap stamped 'Huftt-Zollaw on the east
right-of-way line of said Pecan Woods Trail (a 50' right-of-way as per said plat);
North 0 degrees 01 minute 26 seconds West along the east right-of-way line of said Pecan Woods Trail, a distan6e of 1.67 feet to a 5/8 inch iron rod found
with plastic cap stamped "Huitt-Zollars" for a comer,
South 89 degrees 58 minutes 34 seconds West crossing said Pecan Woods Trail a distance of 50.00 feet to a 5/8 inch iron rod found with plastic cap
stamped *Huift-ZollaW for a comer on the west right-of-way line of said Pecan Woods Trail;
South 0 degrees 01 minute 26 seconds East along the west right-of-way line of said Pecan Woods Trail, a distance of 16.18 feet to a 5/8 inch iron rod
found with plastic cap stamped 'Huift-Zollars' for a comer,
South 89 degrees 58 minutes 34 seconds West departing the west right-of-way line of said Pecan Woods Trail, a distance of 120.68 feet to a 5/8 inch iron
rod found with plastic cap stamped "Hulft-Zollars! at the most westerly northwest comer of said Barrington Addition Phase B;
THENCE along the westerly line of said Barrington Addition Phase B the following courses:
South 0 degrees 01 minute 26 seconds East a distance of 165.82 feet to a 5/8 inch iron rod found with plastic cap stamped *Huift-Zollars";
South 28 degrees 12 minutes 33 seconds East a distance of 119.78 feet to a 5/8 inch iron rod found with plastic cap stamped "Hulft-Zollars";
South 59 degrees 11 minutes 10 seconds East a distance of 130.96 feet to a 5/8 inch iron rod found with plastic cap stamped 'Huftt-Zollars";
South 4 degrees 24 minutes 29 seconds West a distance of 21.21 feet to a 5/8 inch iron rod found with plastic cap stamped 'Huift-Zollars";
South 40 degrees 35 minutes 31 seconds East a distance of 50.10 feet to a 518 inch iron rod found with plastic cap stamped "Huitt-Zollars";
South 29 degrees 31 minutes 23 seconds East a distance of 272.15 feet to a 518 inch iron rod found with plastic cap stamped *Huitt-Zollars7 for a comer on
the northerly line of Barrington Addition Phase A, an addition to Denton County, Texas as recorded under Document No, 2016-2224, P.R.D.C.T.;
THENCE along the northerly line of said Barrington Addition Phase A the following courses:
South 58 degrees 00 minutes 03 seconds West a distance of 128.51 feet to a 5/8 inch iron rod found with plastic ' cap stamped 'HuItt-Zollars";
North 84 degrees 15 minutes 48 seconds West a distance of 65.00 feet to a 5/8 inch iron rod found with plastic cap stamped "Hulft-Zollars";
North 57 degrees 12 minutes 10 seconds West a distance of 44.48 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars";
North 42 degrees 31 minutes 58 seconds West a distance of 61.78 feet to a 5/8 inch iron rod found with plastic cap stamped 'Huitt-Zollam*;
North 57 degrees 51 minutes 31 seconds West a distance of 153.71 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars";
South 89 degrees 58 minutes 34 seconds West a distance of 146.01 feet to a 5/8 inch iron rod found with plastic cap stamped 41-luitt-Zollars' for a comer at
the most northerly northwest comer of said Barrington Addition Phase A;
THENCE along the westerly fine of said Barrington Addition Phase A the following courses:
South 15 degrees 13 minutes 53 seconds West a distance of 22.80 feet to a 5/8 inch iron rod found with plastic cap stamped 'Hulft-Zollars";
South 0 degrees 01 minute 26 seconds East a distance of 100.00 feet to a 518 inch iron rod found with plastic cap stamped *Huitt-Zollars' for a corner on
the north right-of-way line of Haverwood Lane (a 59 light -of -way as per said plat of Barrington Addition Phase A);
South 89 degrees 58 minutes 34 seconds West along the north right-of-way line of said Haverwood Lane, a distance of 81.28 feet to a 5/8 inch iron rod
found with plastic cap stamped 'Huitt-Zollars,
South 0 degrees 01 minute 26 seconds East crossing said Haverwood Lane, a distance of 60.00 feet to a 5/8 inch iron rod found with plastic cap stamped
"Hui tt-Zollam! on the south right-of-way line of said Haverwood Lane;
North 89 degrees 68 minutes 34 seconds East along the south light -of -way line of Haverwood Lane, a distance of 5.50 feet to a 5/8 inch iron rod found
with plastic cap stamped *Huftt-ZollaW for a comer,
South 45 degrees 01 minute 26 seconds East a distance of 21.21 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" on the west
right-of-way line of Lantana Trail ( a variable width right-of-way as per said plat of Barrington Addition Phase A);
South 0 degrees 01 minute 26 seconds East a distance of 95.53 feet to a 5/8 inch iron rod found with plastic cap stamped 41-luitt-ZoAars! for a comer,
THENCE South 85 degrees 52 minutes 14 seconds East along the southerty line of said Barrington Addition Phase A, a distance of 11.58 feet to the POINT OF
BEGINNING and containing 53.27 acres, more or less.
OWNER'S CERTIFICATE
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, CL / RPG LAND COMPANY, L.P., acting by and through the undersigned, their duly
authorized agent, do hereby adopt this plat designating the herein described property as,
BARRINGTON ADDITION Phase C, Denton County, Texas and do hereby dedicate to the public
use forever the street light -of -way and public easements shown hereon. It is further affirmed that
the property within this plat is within the Extra Territorial Jurisdiction of Division 11 City of Denton,
Denton County, Texas.
CL / RPG LAND COMPANY, L.P.,
a Texas Limited Partnership
By: CL TEXAS I G.P., L.L.C.
its General Partner STATE OF TEXAS
COUNTY OF DALLAS
By:. / I �6�Azl-/e BEFORE ME, the undersigned Notary Pu
Thomas H. Burleson " ' personally appeared Thomas H. Burleson
Executive Vice President
OWNER'S CERTIFICATE INTIFICATE
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: ,MY THESESPRIESENTT3:
THAT, RAYZOR RANCH, L.P. acting .1by and through the undersigned, thqp'liar Regisii=k Profw�-sional Land Surveyor, do hereby certify that this
do hereby adopt this plat designating the herein described property as, 81110ftim an adWand acc;,,,,,,rate survey of the land described hereon, and
Phase C, Denton County, Texas and do hereby dedicate to the public usd0vaments shmohereon-were found or placed under my personal
right-of-way and public easements shown hereon. It is further affirmed th4MWance withImOrdina oes of Denton County.
plat is within the Extra Territorial Jurisdiction of Division 11 City of Denton;
.49 Date
RAYZOR RANCH, L.P., L.S. #5
fWOWhWO
a Texas Limited Partnership N No. I ................. ................
..
By: Rayzor G.P., Inc., a Texas corporation, _'.ITCH!:LL SAGUN PILLAR
............................
5491
its General Partner
By.: TIWON S
Thomas H. Burleson libndersigned"ry Pub.:_'c in and for the State of Texas, on this day
Executive Vice President lod Mitchell &Pftr, knoVn to me to be the person whose name is
-fftegoing instownt and acknowledged to me that he executed the same
fjW considetakniherein expressed, and in the capacity therein stated:
STATE OF TEXAS
I D ANDSEAL OF OFFICE THIS
COUNTY OF DALLAS _,,2018
BEFORE ME, the undersigned Notary Public in and for the State of e
personally appeared Thomas H. Burleson, known to me to be the of
subscribed to the foregoing instrument and acknowledged to me that hediWkState Of TOM i 1,
for the purpose and consideration therein expressed, and in the capaci"*lrev. 0 41 -JS N16111111111 11 1 in a IN -I
GIVEN UNDER MY HAND AND SEAL OF OFFICE HELENE P. MCWILUAMS
DAY OF A4q&,!,o+ STEP My Notary.10 * 126659392
,2018.
S Notary Pu
Expires September iS, 2020
4•4��F ICATE
1111140111%1�1%� Notar
h 1AA.0 Afolk JUU- STEP
u Iota P
Comm.
Comm.PE Notj ar
a Texas Lbarlsed Engir-"ter, dc.,,areby affirm that to the best of my
N o 4aPNulic in the State f T&as -40Won and beWand base upor--he information provided, the drainage
My Commission Expires: 11-077, *Oiwn on this pliltwill have wt adv*-_3e effect on any property adjacent to the
_41bither declarallhat I will kept tt it responsibility for the integrity of the,
will de and! hold Denton County from any claim or litig. niicA
ors, ornissklns or otheipjcts c.°`negligence in the preparation of sam---.
P.#89232
OWNER'S CERTIFICATE E.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, DENTON COUNTY FRESH WATER SUPPLY DISTRICT No. 7, ao,"r
.the undersigned, their duly authorized agent do hereby adopt this plat ddW-7-
described property as, BARRINGTON. ADDITION Phase C, Denton Courip,
hereby dedicate to the public use forever the street right-of-way and pubW104-
hereon. It is further affirmed that the Property within this plat is within the 40
Jurisdiction of Division 11 City of Denton, Denton County, Texas. C8MFICATEDF APPROVAL
Appmed this day of 2018.
toythe Denton County Fr sh Water Suppif District Number's 1,
Denton County Fresh Wa Supply District No, 7
By: h - 0,1
jai T7:0
Iftarn Randall Fogl?-,
Willi Randall Fogle
ftsid
President ent
STATE OF TEXAS CEFMFICATE OF APPROVAL , 4:
COUNTY OF QAA:b1(lZS This plat appro� this _o?l day of Y ff 2 1`�_i
BEFORE ME, the undersigned Notary Public in and for the State of Texs* by ounty Co, .,M*ISSIGM
6ers Cow,
personally appeared William Randall Fogle, known to me to be the persoo
subscribed to the foregoing instrument and acknowledged to me that heft.
(Cm*
for the purpose and consideration therein expressed, and in the capacity* Ju
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS
DAY OF
2018Nw
Notary Public in the State of Texas OF
My Commission Expires: 30 ago-
FINALPLAT
'E --A 0- DDITIGN PHASE C
blic in and for the State of Texas, on this day
, known to me to be the person whose name is
subscribed to the foregoing instrument and acknowledged to me that he executed the same
for the purpose and consideration therein expressed, and in the capacity therein stated:
GIVEN UNDER MY HAND AND SEAL OF OFFICE THI ! a -
, OF STEPHANIE NGUYEN
DAY
2018. .INotary Public, State Of Texas
..
comm. EX .2021
Expires 11-07
Notary ID 131343214
Notary 13(iblic in the 4ate Texas
My Commission Expires:
AM DENTON CU NTY, TEXAS
IWIMMON AREAS; I AMENITY CENTER LOT
53.27 ACRES
SITUA1W.1NTHE
J1M0$L0WEY, AE, T. No. 246
iW14ITtURVEY, "ST. No. 702
MMURVEY, ABS . No. 1234
M Y1, ID
.10*11117,_ ,
4MWm Road., &Me 1301,
!MOM 702-8372
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