SB0025ACenterline Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C1
253.10'
2000.00'
252.93'
S 03*40'59" E
7*15'03"
C2
222.36'
2280.00'
222.28'
S 02*51'06" E
5*35'17"
C3
282.14'
1900.00'
281.88'
S 79*52'03" W
8*30'29"
C4
106.71'
2440.00'
106.70'
N 04*23'34" W
2*30'21"
C5
249.67'
2560.00'
249.57'
S 02*51'06" E
5*35'17"
C6
159.46'
600.00'
158.99'
F
N 8017'08" E
15*13'39"
C7
276.98'
2840.00'
276.87'
S 02*51'06" E
5*35'17"
C8
133.65'
2160.00'
133.63'
N 03*5223" W
3*32'43"
C9
120.26'
500,00'
119.97'
N 07*57'35" E
13*4649"
C10
374.06'
560.00'
367.14'
S 02*36'33" IN
38*16'17"
C11
88.86'
325.00'
88.58'
N 65*38'27" E
15*39'56"
C12
139.39'
200.00'
136.58'
S 0310'27" E
39*55'54"
C13
161.51'
780.00'
161.22'
N 15*48'47" E
11 *51'50"
C14
493.35'
1615.00'
491.43'
S 81 *27'03" W
17*30'10"
77C151
=543.88'
1335.00'
540.13'
S 78*31'52" IN
23.20'327
C1 6
217.65'
2000.00'
217,54'
N 02*5455" IN
6*14!07"
C1 7
113.63'
600.00'
113.46'
N 13*3528" E
10*51'03"
C18
.54.20'
1 1000.00'
1 5 4.20'
1 S 17-2749" W
3-06'21
Lot Curve Table
Curve, #
Length
RodlV5
Chard
Chard Bearing
Volta
C19
37.41'
50.00'
36.54'
N 22*28'51" W
42*51'51"
C20
32.85'
50.00'
32.26'
S 30*17'59" W
37*38'28"
C21
36.33'
50.00'
35.54'
S 49*14'14" W
41*3755"
C22
35,86'
50.00'
35.09'
N 50*48'13" E
41 *0518"
Centerline
Line Table
Line, #
Length
Direction
Ll
21.21'
N
44*56'32-
E
L2
21.21'
N
45*03'28"
W
L3
27.26'
S
87*53'58"
W
L4
17.56'
N
48*2742"
W
21.21'
1 S
44`4 7 '5 2"
E J
C:, C14
U-) to
M
C5 ILI Ln
ILI
Ln to
M M
75.72 Ac. I >
24.28 Ac.
ire
O&F, 5TX lnveet;mente. LLC 53 O&K 51'X ltive.Eente, LLC IL U_
Doc. #2009-14443,01 Dar'. #2009-144501
POINT OF Q)
as
F (BEGINNING Z K Z
=> K
C L<1 Q N: 7139360.38
I- 2474378.86
5 a�'52'20" E 116-7.51' EL- 600.3
N89*32'20"W 1/2" CIRF
140.16
50.71 50.71 50.71 50.71 30.11 ou./I 30.11 ou./I 30./1 DMI Ou. / I Ou. / I 54.71 54.71 Qv./l JV. I I- -
- -
-
150 15'
- - -
BL
15' BL
50' Temp. Droinage Esmt.
Doc. No. 2015-146189
28
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W1
19.36 20' BL - - -
20' BL
- -
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1,
- - - - -
29
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- - - - -
- - - - - - - - -
A
280.00� MILLENIUM PAFK;PLACF- 280. I C-n- ;a
280.OV
- - - - - - - - - - -
-106.01'
-C:L
N8956'32'E
1
110.01,
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N89*56'32'E
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30
115.00-----1
9
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C14 15 8L 7i,
15 8L -zo 'C" F
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9
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120.00
115.00' -
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115,00' 25' 25' 25' 115.00' 25' 2V
115.GO' u)
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P-E!
N89*S6`32 E 778-T502"W 8.21' 119.98'
N89-5632"E
33 > ' --22.54' 2154+ 4-"
15�62' 15.62' N89'56'32E 22.13' 13 -\4-10.06' 10 06LMO 0- f1L
__/ __c� 22.13' 14 c� 7,30' 6 'o Lq 0 0 15lue Star
115.0v r- c,
2.99' 7 12.99' I'D 1 7.88' 5 12 N89*56'32"E
. rl-: 115.01, 1 1 �� 'c',� I
115.00, 1 C14
'56'32"W c:) 5
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1 SB9 115.01' _T S8956'32"W I : I - - I I �n I u_>
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S89,19,2cw _N89'5632"E
cr! 11 9.12� Doo. #42C)'11-60050
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to u N89'05'31"E Icn c=> 14 N89'56'32"E I
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1 115.03' 1 1 C" In - r, -1 115.06' c=) I C=� 13 IL IL
C_� -_ 5�jcn. - 0 C3
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r1S89'56'32'W 1 115,07' AAN c)
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35 115.00, S8812 57 W cm 1 115.12' 1 1D. 11 116.96' Z
I I I I N89*5632"E r.1i
5'UE 16 9" 15 C�l I S89-56'32"W
4 Ln S.�
N89'56'32"E
1 1 03- 1 115,09' C4 -4 L, N89*56'32'E
7'
115.00! 14 Co
SB9'56'32-W C, 5 S89*56'32"W g > 3
15.3
�3- 1F9 115.00, S87' , 33"'N 7t 1 3 Cni LA 115,30' 70 44 117.59
36 1_� ; V, I N89-56 2-E P I
115.19' > tp N89,56'32'E N89*56"32"E
I - 16 " :Z
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f� 41L 3 CO P-
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1co -,=, 1, 116.91'
37 co 1 115.0' '32"E 17 115.53' 4.00�
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Corona Artesia, LLC Z LP' 18 C-n. S89*56'32"W I 89*56'32E
115.32' 1 1 ' 3.90' N89'56'32*E IP
N85*4SI "E 70
115.54' 7.25' 16 1
Remalmier of Tract IV S89-56'32'W 1> 115.54' 6�6b S89*56'32'W 6.10,
t12,51'
Doc;. #2005-34-096 P Z S84-53'46 W , N89-56'32'E 7 35' M
00 M 115.0's 2445 74 ji% � to
115.51, 19 4.57' J
41
0. 1 P. R. r, >. C. T. NB4*35'461 25,45' 115 , '-10.07' 141.41'
E31_20 . 11 15, .10
1188'2 115 Lot �5 1 .07- 163.68
02.1 N90*00`001
Doc. No. 2015-146188 B012 115.00'
20
26 Sanitary Sewer Esmi. S84�b'J 1�' L_ 231.3 10.01, C3 Bloc X .7b
N85*96' 5, 2 C_
-Block X 41
-53.01'-- 45.4 136 00'
10.1 3.01- -5101"
1 .20' _P '01, 15' "BL ^G -W
NA - - - 7A 29
y- 131.15' L -115-51- -53.OY
P P
C-,) CD S89-47'52E
19 20 21 22 23 '5�3 - Tu C>
C�> 28
L i'�,
L - - - - - - - - - - - - - - - - - - - - - - - - - 17 15 C>
Coll ;__J U3
16 5- 9 a. 128A9'
•7.14'
----------------------- 15 - a -- - - -
6.99' (:::�_ r1n 49.6V 42.56'] 66 Ir, it tJ) JA DURRETT SURVEY ABST. NO. MO
14 �6
HEATHER SURVEY ABST. NO. 962
11.56' 49-61' 49-61' 1 T S8i9'47'52'
.... Block X
r- - (5) 13 401 L N
rn .61 77' 39.83' 60�23',_� i CN 27
cli 12 pi, 53.77' 53,77' 53. 13.52
10 so 11Jpl. 49. 53.77 1 127.06'
49-61' 5�.f
5s.. C" S89-47'52-E
Z r%
115.00'49 �9 P 2 6 2 5 Uq) 24
Lo, 28 40f- 27 Zi S> C3, 26 CD
N� . - 41- JI b.41
C" S89*46'05"E �C`371 S�� =E �+ 126.80'
!�; 00
Cr _P1_ 7 33'
18 05' bi :1
17M' 9 31, '47'52-E 71 S89
CoSery Esmt 32 �S� C4 CC: C> .44 Ac;
Doc, No. 2015-55330; 115.00' 20,86- ':. , ,,� V� cli 9-7.4
-50.25 g 25
�r 00 '�,5 CP. -7� 01 o C; I
S8P037'47E -5 34 Blue 5tar
10' CoSery Esmt
•126.79'
8 30 16 - --------- S89*47'52"E
Co C14
S89 Allen Land, LP
Doc. No. 2015-5533 C:,
115,0o' CIQ
;0 J4 24 -60050
Lwcol C3 Doc. #2011
2-7 -------------------------------- S8 _221 - ;�, 'C> - -53,35"- 411 I�
BL20 --------------- --------- ------ ------------------- 0� R.O.W. 126.78'
03 .3, T88 -4
7 S8947'52E
IN, 1-! 26 12
MSTF-P PARK OLVP C:t Lot 5, ��l 3 OL 1187.86' 11508, zo 6~53
0.93' C:� 23
14 r� - -
- - - - - - - - - - - - Block 13 12 15
C5 Lp C:� -,,: -. P - <
N895632"E CA S 784544' 115.05� 16 Z�. �' 1!5 0�' i!5 1 126.77'
115. Ck k C>� I I - Co
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ca * T5
I M1 18 - 8_ Z=, <=1 -cj
rn
i�r ��5_ S_ S. r" fol I
5 .57,32" N 6 115.16' r� OC 22 77 1 Je 19 C:)
BL 2ZU
4; 1 15.01' Aq 49' 49 40.71'
on, 37 A: 5144 126.76'
11500, VI 21 ""'J Ja.-r� 1 5344 5144 43.95 60.9�1 <0-
5 CoSery Esfnt 8.88'� i
49.4q ! I S89'47'52"E
4q.4q 53,4e
60, 8.12' 17 '04, 1 LU Z 21
5! CoSery Estnt. 55330 Doc. No. 201i:�5330 LU 1 5 9.90' A 53.4 0
Doc. No. 2015- 1 - - -
18. 1 IQ I / U2 - t! = -
53 8 10 126.75'
3o, J0, 11500, N 441
IN* . '4752"E
on, U, 7 cc� c� tco, S89
BL20 _3 I T_
34 ' 6
--e 42'e 6'cr
0) 8.88--) 8.53,20
121,78'Z
1_1 1 4 -
39 12.91' 12.19 & - _T OL J 118,60'
A�53'-44W 0--J
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4q 8�
115.00 0 2 -49,2 00 -49. �
115 2 .04 93. 8' 01i
N81'40' - ------- I(D.- , . , tl_'
19
122.0o' S81',3556-E N81140' V. W. C'\ S89 ' 2*E
'1� 4 _ _
C,',4 1
Corona Art -eels, LLC 2 5t; 5! UE
cl� 0i 40 -5Z49' -47.36- Cl;
Doc. #2015-1:21757 7 5' UE
115.00, .54.12-
'95"54J 5.17'
118 T46
1910E 4!�W T51
123.25' 1 1 1 1 S88, S 54XL
507. Cn
S89-39'47"W C>
i Ln C�
2 5 CP.
C-4 14 15 C-4
41
C=) 10 0-
6 I b ' 18
V)
00
6- 10 00
81
6.02: 5F20! 80-18' 113.70'
10' CoSery Esmt. '-p 8 'Z'7 I � 4�
'q 511'4111' N 2-70.oq
Doc. No. 2015-55330 J
5
Corona Artesia, LLC 7
125 5. k7%. 6.9 4i)�
Remalmier of Tract IV 1�� %V� f
0 4! W .12
< Sg AA� k
a . Doc. #2006-5409.5 1P ►
i Artesia Phase ID kp 3� '41 5 " ` k I
0 BL&
5
2 9 E
3, 32 E P
11500
81
Doc. No, 2015-199 rn 7. 10 132-8S
LP 9
1.17' 3 8 18
L, 14.70' 15.5
3
7 COURT
23.46' 1430`mot• 2
4 Y1 �1� 6 lu I
23.43' (0)
9
5 2 \yl
=4.
y
CIP 153.41' \ \ \ - 0)
�14°\N X 788' 29 30 31 1 4� \ -
1 28
3 ?7 fit ci
C PAP 20
N: ATR27.87 D_ _N1 -it' \ I Art�ei Is Phase 2A
0 E 2473184.61r 2 . ......
�51 5.02' Doo. #9-015-42 It LL A -
EL 596,5 50.22' 50-01 0 1 0 _T
24 ART SIA NORTH PHA1 E
2 13
> 20 21, 22 �A A 21 Z
0 K K
18 19 22 L. NETHERLY SURVEY - ABSTRACT NO. 962
17
3 1 16 12 �Z 2 1 1 15 13 3
4 22
1
21 J.M. DURRETT SURVEY , ABSTRACT NO. 350
8 19 20 5
131 23 22 DENTON COUNTY� TEXAS
0 A_n I I A A 41-m-C
4
5
6
7
8
0 pp 11 10 9 112 G
Z
401-1-ow couF�_r Arrests Mao
s :'� 1 40 41 42 43
C,
10 38 39
1 37
-41 35 36
34 ,1
co 32 33
OF/
.4,
'S �, 1 28 200 30 31
4e 27
LOCATION MAP
V = 2000'
NOTES'
1. Basis of bearing, horizontal and vertical position derived from
the Texas WDS RTK Network -Texas State Plane Coordinate
System, NAD83, North Central Zone (4202).
2. Selling a portion of this addition by metes and bounds is a
violation of City ordinance and state low and is subject to
fines and withholding of utilities and building permits.
3. No lots are within the 100 year flood plane according to FEMA
FIRM Map No. 48121CO43OG Dated April 18, 2011.
Boundary Une Table
S 79*36A)
S 77*04!07" W I
S 73*0551" wa;
S 702150" W
S 64�52'17" IN
S 59*30'25 " W
•
S 58#36'45" V4_1
I S 64*1822" WR"
S 77-57'03- W-Mi
6,->-] Z oo
N 89#56'32
S 19 '59"
N 00*03'28" W
N 89756-32" El
N 89#5839"
N 00'27'4
Boundary Curve Table
_J
N 0,3'18'26- E
'I
FM.ME
N 20,3V E
21736
S 14*4634" W
8*28'51
S 1 7*27'49" W
N 17*2749" E
N 15*0505 E
N 04*5234" E
S 04*24� 8" IN
N 02*17'17" W
S 02*3853" 1
Rear Property Line
15' Rear BL
5 Side 5Si&
Setbock
0 0
_J __J
V SWI -.1 6 Sid,
salbo& 5d,011
2V Front 8L
V Ilmy Ent
Front Property Line
aTWA M LQI AIL.
191 LOTS
40.110 ACRES (4.76 UNITS/ACRE)
44
LEGEND
(Not all items may be applicable)
LEGEND
(Not all items may be applicable)
0
1/2" IRON ROD WITH PLASTIC CAP STAMPED
"SPIARSENG" SET, UNLESS OTHERWISE NOTED
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
CM
CONTROL MONUMENT
DE
DRAINAGE EASEMENT
UE
UTILITY EASEMENT
SSE
SANITARY SEWER EASEMENT
SF
SIDEWALK EASEMENT
(FTP-)
BY THIS PLAT
R.O.W.
RIGHT-OF-WAY
13L
BUILDING LINE
-400-
STREET NAME CHANGE
0
BLOCK DESIGNATION
PRDOT
PLAT RECORDS, DENTON COUNTY, TEXAS
OpRDCT
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS,
FINAL PLAT
Sheet 1 of 2
0 t t I I UJ 1 -r
OWNER I APPLICANT
0, Z,2ztc, CORONA ARTESIA, LLC
3899 Maple Ave., Suite 250 Filed �or Record
Dallas, Texas 75204 the'officictl Pecords ofz
Proci'(ozA NJQJ��11 tPkA-b , 'o,
Telephone (214) 855-9400 Denton C untv
Contact: Will Walton
Feb l?,22i.04-A -ft 021,-27P
ENGINEER / SURVEYOR plkj� Records
I t
L+ Spiars Engineering, Inc. ARTESIA WORTH PHASE 4,
765 Custer I Road, Suite 100 Doc RLimber- 20'16-- 76
;
Plano, TX 75075 PL15esI
" �_
fqrw,Ifit 1013. �10
co Telephone: (972) 422-0077
• TBPE No. F-2121 Receipt NmAber 139005
Contact: Matt Dorsett I,n
Timoth�
Scale: 1"=100' December, 2015 SEI Job No. 14-160
STATE OFTEXAS §
COUNTY OF DENTON §
OWNER'sC8RTIRQTE
BEING o tract of land situated in the L. Nethedy Survey, Abstract No. SO2, and the J.M. Durrett Survey, Abstract
No. 350, Town of Prosper, Denton County, Toxoa' the subject tract being o portion of o tract conveyed to Corona
Artesia according to the deed recorded in Document No. 2008-34098 of the Official Public Records, Denton County,
Texas (0PRDCT)' and of another tract conveyed to Corona Artesia according to the deed recorded in Document No.
2013-121737 OPBDCT' the subject tract being more particularly described as follows:
BEGINNING at o 1/2" iron rod with plastic cop found for the southeast corner of o tract conveyed to g&uR 8TX
Investments, LLC, recorded in Document No. 2009-144801 OPRDCT` and being on the west |]na of o trout conveyed
to Blue Star Allen Land, L.P.` recorded in Document No. 2011-60030 0PRDCT;
THENCE, along the west line of the said Blue Star Allen Land tract, S QO�2'4Q° Y� o distance of 1'369.38 feet, to
o 1/2" iron rod with o plastic cop otonopod "SP|ARSENG" set, from which o 5/8" iron rod with p|oat(o cap found for
the southeast corner of o tract of land conveyed to Lennor Hnnn*o of Texas Land and Construction, Ltd., according
to the deed recorded in Document No. 2013-121752' OPRDCl[ bears S 00*12,49° W\ o distance of 800'00 feet;
THENCE, along the north line of the said Lonnor Homes tract, N 89*47`11" W\ o distance of 270.09 feet, to o 1/2°
iron rod with o plastic cap otornpad "SP}ARSENG" set;
,
THENCE. S 87*27'09" 0i o distance of 55.07 feet, to o 1/2" iron rod with o plastic cap otonnpod "SP|ARSENG" set;
THENCE' S 85*04'31" VV` o distance of 55.05 feat' to o 1/2" iron rod with o plastic cap stamped "SP|ARSENG" set;
THENCE' S 82�4'40" 0( o distance of 62.00 feet' to o 1/2" iron rod with o plastic cap otonopad "SP|AR3ENG° set;
THENCE. 3 79-38'42~ W\ o distance of 50.00 feet, to o 1/2" iron rod with o plastic cap stamped "SP|ARSENG" set;
THENCE' S 77~04'07" W, o distance of 55.80 feet, to o 1/2" iron rod with o plastic cop stamped "SP|ARSENG" set;
THENCE, S 75'08'12° W, o distance of 26.41 feet, to o 1/2" iron rod with o plonUo cap stamped "SP|ARSENG" sot;
THENCE, S 73^05`51" W, o distance of 57.28 feet, to o 1/2" iron nod with o plastic cap stamped "SP|ARSENG" met;
THENCE` S 70'21`50" YY' o distance of 57.20 feet, to o 1/2" iron rod with o plastic cap stamped "SP|ARSENG" set;
THENCE, S 67^37'02" YK o d[otonoo of 57.26 faet, to o 1/2" iron rod with o plastic cap stamped "Sp|ARSENC" set;
THENCE, S 04l52`17" W( u distance of 57.20 feet, to o 1/2" iron rod with o plastic cop otnrnpod "SP|ARSENG" set;
THENCE, S 82-07'34" 0L V distance of 57.24 feet, to o 1/2° iron rod with o plastic cop otoropod ~SP|ARSENG" set;
THENCE, 8 58*30^25" W, o distance of 52.00 feet` to o 1/2" iron rod with o plastic cop stamped "SP}ARSENQ" set;
THEMCE. S 58~36'45" W, o distance of 51.87 feet, to o 1/2° iron rod with o plastic cap otonnpnd ''3P|ARSENG" sot:
THENCE' S 64-18"22" W, o distance of 52.00 feet' to o 1/2" iron rod with o plastic cap stamped "SP|ARSENG" set;
THENCE, S 70*43'00" M( o distance of 51.30 feat, to o 1/2" iron rod with o plastic cop atornpad "SP|ARSENG" set;
THENCE, S 77-57`03^' 0\ o d|otonom of 67.27 foot, to o 1/2" iron rod with o plastic cop stamped °SP|ARSENG" met;
THENCE. S 85l2^53" 0( passing at 39'57 feet the northeast corner of Artesia Phase 1C, on addition recorded in
Cob. X' Page 177 of the Plot Records, Denton County' Texas (PRDCT), and continuing along the easterly north line
thereof, o distance of 50.01 foet, to o 1/2" iron rod with o plastic cop stamped "SP|ARSENG" eat;
THENCE. S 89-30`43" 0( o distance of 50.22 feet' to o 1/2" iron rod with o plastic cap stamped °SP|ARSENG" set;
THENCE, S 88-17'02" W, o distance of 5.02 feet' to o 1/2" iron rod with u plastic cop atornpmd °SP|ARSENG° set;
THENCE, departing the said easterly north line of Artesia Phase 1C' N 05^57'46" 0( o distance of 288.34 foot` to o
1/2" iron rod with o plastic cop stamped "SP|ARSENG" eat|
THENCE around o tangent curve to the right having o central angle of 18^32`23"' o radius of 575.00 feet' o chord
of N 03*18^20" E - 185.25 feet, on arc length of 186'06 feet;
THENCE' N 89-56'32" E' o distance of 121.78 foat, to o 1/2" iron rod with o plastic cap stamped "SP|ARSENG" out;
THENCE around o non -tangent curve to the right having o central angle of 09*57^33"` o radius of 585.00 feat' o
chord of N 16*45`55" E - 101.56 feet` on arc length of 101.68 feet;
THENCE around o compound curve to the left having o central angle of 02^17'36°` o radius of 475.00 feet, o chord
of N 20^35`54" E - 19.01 feet' on arc length of 18.01 feet;
THENCE, 3 89~56'32" N( o distance of 1126.98 feet, to o 1/2" iron rod with a plastic cap stomped °BP|AR3ENg"
set;
THENCE around o non -tangent curve to the right having o central angle of 08.28'51°. o radius of 030.00 faot, o
chord of S 14*46'34" YV - 93.17 feet, on arc length of 83.25 feet;
THENCE, S 19l30`59" YK o distance of 100.00 feet, to o 1/2" iron rod with o plastic cop stamped "SPIARSENG° set;
THENCE around o tangent curve to the /o{t having o central angle of 03*06'21"^ o radius of 970'00 feet, o chord of
S 17*27'48" VV - 52.57 feet, on are length of 52.58 feot, to o northeast corner of Artesia North Phase 1B, on
addition recorded in Document No. 2015-288, OPRDCl;
THENCE' N 74*05`21" W, continuing along the said northern line of Artesia North Phase 1B' u distance of 60.80 feet,
to o 1/2" iron rod with o plastic cop stamped "SP|ARSENG" sot;
THENCE, deporting the north line of Artesia North Phase 1B' around o non -tangent curve to the right having o
central angle of 03'06'21"` o radius of 1030.00 feet, o chord of N 17*27^49^` E - 55.82 feet' on arc length of 55,83
feet;
THENCE. N 19l00'59° E, o distance of 100'00 feet, to o 1/2" iron nod with o plastic cap stomped "SP|ARSENG" set;
THENCE around o tangent curve to the left having o central angle of 07*51^48"' p nod|ua of 570.00 feet, o chord of
N 15'05'05" E - 78.17 feet, an arc length of 78,23 feet;
THENCE` S 80-56`32" 0( o distance of 15.78 feat, to o 1/2" iron rod with o plastic cap stamped "SP|/\RSENG° set;
THENCE, N 00?03'28" YV' o distance of 50'00 feat' to o 1/2" iron rod with o plastic cop stamped "SP|ARSENG" sat;
THENCE, N 89?56'32" E, o distance of 28.43 feet, to o 1/2" iron rod with o plastic cap stamped °SP/ARSENG" set;
THENCE around o non -tangent curve to the left having o central angle of 0276'32", o radius of 575.00 fmot, o
chord of N 04*52`34°' E - 22.84 feet, on are length of 22.84 feet;
THENCE, S 86^15"42" E. o distance of 50.00 feet, to o 1/2" iron rod with o plastic cap stamped "SPIARSENG" amt|
THENCE around o non -tangent curve to the right having o central angle of 01l9'40". o radius of 625.00 feet, o
chord of S 04'24'08° VV - 14.48 feet on arc length of 14.48 feet;
THENCE' N 89l56^32" E, o distance of 1140.66 feet, to o 1/2" iron rod with o plastic cap etornpad "3P|ARSENC" eat,
THENCE around o non -tangent curve to the }eft having o central angle of 10*51'25", o radius of 475,00 feet, o
chord of N 06*29'53" E - 89,87 feet, on arc length of 90.01 feet;
THENCE around o compound curve to the left having o central angle of 06*42'55''^ o radius of 2.135.00 feet, o .
chord of N 02^17`17" VY - 250.09 feet, on arc length of 250.23 feet;
THENCE around o compound curve to the right having o central angle of 80~11`45'', o radius of 2,865.00 feet, o
chord of N 05*32`52" VV - 9.79 feet, on arc length of 9.79 feet;
THENCE. N 89-58^39" W, o distance of 115.51 feet, to o 1/2" iron rod with o p|oat/u cap atornp*d "SP|ARSENQ" set;
THENCE around o non -tangent curve to the right having o central angle of 05'10'49", o radius of 2'980.00 feet' o
chord of N 02'38'53" VY - 269.34 feet, on arc length of 268.43 feet;
THENCE. M 00?03`28~ W, o distance of 356.98 feet, to o 1/2" iron rod with o plastic cop stamped ~SP|ARSENG" set;
THENCE' N 00'27'40" E. o distance of 20.00 feat` to the mouth line of the said C6tR STX Investments tract and to
o 1/2" iron rod with o plastic cop stamped "SP|ARSENQ" aat|
THENCE. S 89^32'20" E, a d|otonoo of 1167.81 feet, to o 1/2" iron rod with o plastic cap otonopod "SP(AR5EWG" set;
to the POINT OF BEGINNING with the subject tract containing 1,747,170 square feet or 40.110 acres of land.
NOW, THEREFORE, KNOW ALL MEN 8YTHESE PRESENTS:
That CORONA ARTE3A* LLC, A DELAWkRE LIMITED LIABILITY COMPANY, acting herein by and through its duly
authorized officers, does hereby certify and, adopt this plot designating the herein above described property as
ARTES|A NORTH PHASE 1A' on addition to Denton County, Texas. No buildings, fences, tnaea^ shrubs or other
improvements oho|| be constructed or placed upon, over or across the oosernantn shown on said plot. At the
discretion of Denton County Fresh VVotor Supply District No. 10 (The District) and subject to its written approval,
utility eoanrnento may also be used for the mutual use and accommodation of all public utilities desiring to use
the same unless the aoaornent limits the use to o particular utility or utilities, said use by public utilities being
subordinate to the District use thereof. Any public utility given the right by the District to use said easements
oho|| have the right to: remove and keep removed all or part of any buildings, fences, trees, shrubs or other
improvements or growths which in any way endanger or interfere with the construction, rno|ntononom, or efficiency
of its respective system on any of these eoaernenza and any public utility oho|| at all tirnoo have the right of
ingress and egress to and from and upon any of said eoaannente for the purpose of constructing, reconstructing,
inspecting, patrolling, maintaining and adding to or removing all or port of its respective system without the
necessity at any time of procuring the permission of | do hereby bind myself, my successors and assigns
to forever warrant and defend all and singular the above described easements and rights unto the district against
every person whomsoever comes lawfully claiming or to claim the same or any part thereof. This property is
located within the extraterritorial jurisdiction of the Town of Prosper, However, the Town acknowledges and agrees
that Denton County shall have exclusive jurisdiction over all subdivision and permit approvals within the District and
that such exclusive jurisdiction shall continue even if all or any portion of the District is at any time in the future
included within the extraterritorial jurisdiction of the Town of Prosper per that certain agreement signed and dated
on or after May, 6, 2003 by Jim Dunmire, Mayor of the Town of Prosper; Nancy Heintel, President of the District:
Jay B. Jones of Inwood Plaza Joint Venture; and Philip Huffines, President of Binary Investments, Inc. and Vice
President of Both Huffines Communities, Inc. and Sealed Bid DFW, L.P.
This o|ot subject to all the platting ordinances, rules and regulations of the County of Denton.
WITNESS, my hand, this the 0
Adoy of 2015
GRANTOR:
CORONA ARTE3|A, LLC
A Delaware Limited Liability Company
By. OmIq
R. Scott Harris - Authorized Signatory
STATE OF TEXAS §
COUNTY OF 8
BEFORE ME' the undersigned, o Notary Public in and for The State of Texas, on this day personally appeared R.
Scott Honia' 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 some for the purposes and considerations therein expressed and in
the capacity therein stated.
G| OFFICE this the ' doyof 2015
B :RENDA A ' V'o DIIAI
Notary Public, State of Texasu Ic_', =N of T� ry b toe
February
-----'-.V� Notary Public, State of Texas
my commission Expires
--
SURVEYOR'S CERTIFICATE
That |, Darren K. Brown' of Spiars Engineering, inc.' do hereby certify that | prepared this plot and the field notes
made o pod thereof from on actual and accurate survey of the land and that the corner monuments shown thereon
were properly p|onod under my personal supervision, in accordance with the Subdivision Regulations of the County of
Denton. Texas.
Dated this the /0
day of 2015.
OF
121 S T L
f:N
DARREN K. BROWN, R.P'LS. NO. 5252 'DARREN K. BROWN
5252
STATE [)FTEXAS §
COUNTY OF COLLIN §
BEF
ORE ME, ME. the undersigned, o Notary Public in and for The State of Taxoa, on this day personally appeared Darren
K. Brown, known to me to be the person and officer whose name is subscribed to the instrument, and
acknowledged to nna that he executed the oonne for the purposes and considerations therein expressed and in the
capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the A-0 day of I
JOY I.. 018RIEN
Notor�)Puk�_-, State of Texas
My commission Expire$
SURVEYOR'S NOTES:
1. This plat was prepared without the benefit of O commitment for
title inauronce. No research was performed for any aOswrnenta
other than that Shown on the record cJot of this property'
Therefore, easements, agreements, and Other documents may
exist that affect the aUb'mut property that are not shown On this
plat.
2, Basis Of bearing` horizontal and vertical position derived from the
Texas VVDS RTK Network -Texas State Plane Coordinate System,
NAD83. North Central Zone /4202\.
3. Selling o portion of this addition by nletma and bounds is o
violation of Town ordinance and state |uVv and is subject to fines
and withholding of utilities and building permits.
UTILITY COMPANY APPROVAL
�ELECTRIC & GAS COMPANY:
� k
COSERV = DATE
DATE
~
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10
CONTACT CLAY E. CRAWFORD
19 BRIAR HOLLOW LANE, SUITE 245
HOUST0N` TEXAS 77027
PHONE /713\ 821-3707
Lot Area Table
38
A
5,850
0.134]
Lot Area Table
Lot Area Table
1. VYote[ Se[YCe to be provided by Denton County Fresh Water Supply District NO. 10L
2. Utility Providers:
/11 Electric 8u Gas Service: CoSery Gas
7701 South SternrnOno ` '
Corinth, Texas 75065
1-800-274-4014
Lot Area Table
Lot Area Table
At0O3
1681 Corporate Drive
McKinney, Texas 75069
/2\ Telephone Service: AT&T (2I4)-733-5122
2230/ mogewew unve
P|ono. Texan 75025
/877\ 589-3084 ,
3, Sanitary sewer to be handled by facilities approved by the Texas Cornrnkaa!on on Environmental Uuo|ity.
4. The maintenance of paving' grading and drainage improvements and/or easements shown on this plat is the responsibility
of Denton County Fresh Water Supply District No. 10. Approval Of this plat by Denton County does not constitute
acceptance of sorno for maintenance purposes.
5. All surface dnz\nQga eOo8n7eOts nhO|| be kept clear of fences, buildings, foundations, plantings, and other obstructions to
the operation and maintenance of the drainage foc|}ity.
O. Blocking the flow of vvofer or constructing improvements in surface drainage easements, and filling or obstructing the
floodwoy is prohibited.
7. Denton County will not be responsible for any damage, personal injury or |ooa of life or property occasioned by flooding or
flooding conditions.
8. The existing creeks or drainage channels traversing along or oorooa the addition will remain as VpaO 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.
S. Construction not complete within two years of the commissioner's court approval shall be subject to Current county
subdivision rules and regulations.
10.No construction without written approval from Denton County aboU be oUuvvod within an identified "Firm" flnVdp|oin area,
and then only after a detailed Uoodp|oin development permit including engineering plans and studies show that no rise in
the boom flood elevation /BBE\ will raau|f' that no flooding will result, that no obstruction to the OotVro| Movv of water will
result; and subject to all uvvnena of the property affected by such construction becoming a party to the request. Where
ounstnJotion is permitted, all finished floor elevations shall be o minimum of two foot above the DO -year flood elevation.
11' All utilities and drainage structures are located in the right-of-way except as shown.
12.AU utility ernoDto and rights -of -ways shown hereon are hereby dedicated by this plat for the exclusive use of Denton
County Fresh Water Supply District No. 10 unless otherwise noted.
13.The subject property is depicted within Zone "X" (unshaded) on the Rood Insurance Rote Map, Mop No. 48121C0430G,
Doted April 18` 2011. Zone "X" (Unshaded) is defined as "Areas determined to be outside the 0.2% annual chance
flQodp|oiD'
14. All corners one 1/2" iron rods with plastic cap otornpad "SP|ARSENG" get, unless noted otherwise.
15.AU |Ota in Block "X" are non-residential lots. Maintenance of all \Oto in Block "X" shall not be the responsibility of
Denton County Fresh YYotor Supply District Mo. 10.
16.Denton County oho|l not be responsible for maintenance of private streets, 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 orooa and open spaces, and said owners agree to indemnify and hold harmless Denton
County from all o{OirnS, damages and |Vaaoa arising out of or resulting from performance of the obligations of said
owners set forth in this paragraph.
�TW7Y CO%!,PA;`,:` A 0V4�
Lot Area Table
�A� C
- - - - - - - - - - - - --- - -
Lot Area Table
Lot Area Table
1. VYote[ Se[YCe to be provided by Denton County Fresh Water Supply District NO. 10L
2. Utility Providers:
/11 Electric 8u Gas Service: CoSery Gas
7701 South SternrnOno ` '
Corinth, Texas 75065
1-800-274-4014
Lot Area Table
Lot Area Table
At0O3
1681 Corporate Drive
McKinney, Texas 75069
/2\ Telephone Service: AT&T (2I4)-733-5122
2230/ mogewew unve
P|ono. Texan 75025
/877\ 589-3084 ,
3, Sanitary sewer to be handled by facilities approved by the Texas Cornrnkaa!on on Environmental Uuo|ity.
4. The maintenance of paving' grading and drainage improvements and/or easements shown on this plat is the responsibility
of Denton County Fresh Water Supply District No. 10. Approval Of this plat by Denton County does not constitute
acceptance of sorno for maintenance purposes.
5. All surface dnz\nQga eOo8n7eOts nhO|| be kept clear of fences, buildings, foundations, plantings, and other obstructions to
the operation and maintenance of the drainage foc|}ity.
O. Blocking the flow of vvofer or constructing improvements in surface drainage easements, and filling or obstructing the
floodwoy is prohibited.
7. Denton County will not be responsible for any damage, personal injury or |ooa of life or property occasioned by flooding or
flooding conditions.
8. The existing creeks or drainage channels traversing along or oorooa the addition will remain as VpaO 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.
S. Construction not complete within two years of the commissioner's court approval shall be subject to Current county
subdivision rules and regulations.
10.No construction without written approval from Denton County aboU be oUuvvod within an identified "Firm" flnVdp|oin area,
and then only after a detailed Uoodp|oin development permit including engineering plans and studies show that no rise in
the boom flood elevation /BBE\ will raau|f' that no flooding will result, that no obstruction to the OotVro| Movv of water will
result; and subject to all uvvnena of the property affected by such construction becoming a party to the request. Where
ounstnJotion is permitted, all finished floor elevations shall be o minimum of two foot above the DO -year flood elevation.
11' All utilities and drainage structures are located in the right-of-way except as shown.
12.AU utility ernoDto and rights -of -ways shown hereon are hereby dedicated by this plat for the exclusive use of Denton
County Fresh Water Supply District No. 10 unless otherwise noted.
13.The subject property is depicted within Zone "X" (unshaded) on the Rood Insurance Rote Map, Mop No. 48121C0430G,
Doted April 18` 2011. Zone "X" (Unshaded) is defined as "Areas determined to be outside the 0.2% annual chance
flQodp|oiD'
14. All corners one 1/2" iron rods with plastic cap otornpad "SP|ARSENG" get, unless noted otherwise.
15.AU |Ota in Block "X" are non-residential lots. Maintenance of all \Oto in Block "X" shall not be the responsibility of
Denton County Fresh YYotor Supply District Mo. 10.
16.Denton County oho|l not be responsible for maintenance of private streets, 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 orooa and open spaces, and said owners agree to indemnify and hold harmless Denton
County from all o{OirnS, damages and |Vaaoa arising out of or resulting from performance of the obligations of said
owners set forth in this paragraph.
�TW7Y CO%!,PA;`,:` A 0V4�
Lot Area Table
�A� C
- - - - - - - - - - - - --- - -
Lot Area Table
1. VYote[ Se[YCe to be provided by Denton County Fresh Water Supply District NO. 10L
2. Utility Providers:
/11 Electric 8u Gas Service: CoSery Gas
7701 South SternrnOno ` '
Corinth, Texas 75065
1-800-274-4014
Lot Area Table
Lot Area Table
At0O3
1681 Corporate Drive
McKinney, Texas 75069
/2\ Telephone Service: AT&T (2I4)-733-5122
2230/ mogewew unve
P|ono. Texan 75025
/877\ 589-3084 ,
3, Sanitary sewer to be handled by facilities approved by the Texas Cornrnkaa!on on Environmental Uuo|ity.
4. The maintenance of paving' grading and drainage improvements and/or easements shown on this plat is the responsibility
of Denton County Fresh Water Supply District No. 10. Approval Of this plat by Denton County does not constitute
acceptance of sorno for maintenance purposes.
5. All surface dnz\nQga eOo8n7eOts nhO|| be kept clear of fences, buildings, foundations, plantings, and other obstructions to
the operation and maintenance of the drainage foc|}ity.
O. Blocking the flow of vvofer or constructing improvements in surface drainage easements, and filling or obstructing the
floodwoy is prohibited.
7. Denton County will not be responsible for any damage, personal injury or |ooa of life or property occasioned by flooding or
flooding conditions.
8. The existing creeks or drainage channels traversing along or oorooa the addition will remain as VpaO 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.
S. Construction not complete within two years of the commissioner's court approval shall be subject to Current county
subdivision rules and regulations.
10.No construction without written approval from Denton County aboU be oUuvvod within an identified "Firm" flnVdp|oin area,
and then only after a detailed Uoodp|oin development permit including engineering plans and studies show that no rise in
the boom flood elevation /BBE\ will raau|f' that no flooding will result, that no obstruction to the OotVro| Movv of water will
result; and subject to all uvvnena of the property affected by such construction becoming a party to the request. Where
ounstnJotion is permitted, all finished floor elevations shall be o minimum of two foot above the DO -year flood elevation.
11' All utilities and drainage structures are located in the right-of-way except as shown.
12.AU utility ernoDto and rights -of -ways shown hereon are hereby dedicated by this plat for the exclusive use of Denton
County Fresh Water Supply District No. 10 unless otherwise noted.
13.The subject property is depicted within Zone "X" (unshaded) on the Rood Insurance Rote Map, Mop No. 48121C0430G,
Doted April 18` 2011. Zone "X" (Unshaded) is defined as "Areas determined to be outside the 0.2% annual chance
flQodp|oiD'
14. All corners one 1/2" iron rods with plastic cap otornpad "SP|ARSENG" get, unless noted otherwise.
15.AU |Ota in Block "X" are non-residential lots. Maintenance of all \Oto in Block "X" shall not be the responsibility of
Denton County Fresh YYotor Supply District Mo. 10.
16.Denton County oho|l not be responsible for maintenance of private streets, 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 orooa and open spaces, and said owners agree to indemnify and hold harmless Denton
County from all o{OirnS, damages and |Vaaoa arising out of or resulting from performance of the obligations of said
owners set forth in this paragraph.
�TW7Y CO%!,PA;`,:` A 0V4�
Lot Area Table
�A� C
- - - - - - - - - - - - --- - -
Lot Area Table
Lot Area Table
At0O3
1681 Corporate Drive
McKinney, Texas 75069
/2\ Telephone Service: AT&T (2I4)-733-5122
2230/ mogewew unve
P|ono. Texan 75025
/877\ 589-3084 ,
3, Sanitary sewer to be handled by facilities approved by the Texas Cornrnkaa!on on Environmental Uuo|ity.
4. The maintenance of paving' grading and drainage improvements and/or easements shown on this plat is the responsibility
of Denton County Fresh Water Supply District No. 10. Approval Of this plat by Denton County does not constitute
acceptance of sorno for maintenance purposes.
5. All surface dnz\nQga eOo8n7eOts nhO|| be kept clear of fences, buildings, foundations, plantings, and other obstructions to
the operation and maintenance of the drainage foc|}ity.
O. Blocking the flow of vvofer or constructing improvements in surface drainage easements, and filling or obstructing the
floodwoy is prohibited.
7. Denton County will not be responsible for any damage, personal injury or |ooa of life or property occasioned by flooding or
flooding conditions.
8. The existing creeks or drainage channels traversing along or oorooa the addition will remain as VpaO 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.
S. Construction not complete within two years of the commissioner's court approval shall be subject to Current county
subdivision rules and regulations.
10.No construction without written approval from Denton County aboU be oUuvvod within an identified "Firm" flnVdp|oin area,
and then only after a detailed Uoodp|oin development permit including engineering plans and studies show that no rise in
the boom flood elevation /BBE\ will raau|f' that no flooding will result, that no obstruction to the OotVro| Movv of water will
result; and subject to all uvvnena of the property affected by such construction becoming a party to the request. Where
ounstnJotion is permitted, all finished floor elevations shall be o minimum of two foot above the DO -year flood elevation.
11' All utilities and drainage structures are located in the right-of-way except as shown.
12.AU utility ernoDto and rights -of -ways shown hereon are hereby dedicated by this plat for the exclusive use of Denton
County Fresh Water Supply District No. 10 unless otherwise noted.
13.The subject property is depicted within Zone "X" (unshaded) on the Rood Insurance Rote Map, Mop No. 48121C0430G,
Doted April 18` 2011. Zone "X" (Unshaded) is defined as "Areas determined to be outside the 0.2% annual chance
flQodp|oiD'
14. All corners one 1/2" iron rods with plastic cap otornpad "SP|ARSENG" get, unless noted otherwise.
15.AU |Ota in Block "X" are non-residential lots. Maintenance of all \Oto in Block "X" shall not be the responsibility of
Denton County Fresh YYotor Supply District Mo. 10.
16.Denton County oho|l not be responsible for maintenance of private streets, 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 orooa and open spaces, and said owners agree to indemnify and hold harmless Denton
County from all o{OirnS, damages and |Vaaoa arising out of or resulting from performance of the obligations of said
owners set forth in this paragraph.
�TW7Y CO%!,PA;`,:` A 0V4�
Lot Area Table
�A� C
- - - - - - - - - - - - --- - -
Lot Area Table
At0O3
1681 Corporate Drive
McKinney, Texas 75069
/2\ Telephone Service: AT&T (2I4)-733-5122
2230/ mogewew unve
P|ono. Texan 75025
/877\ 589-3084 ,
3, Sanitary sewer to be handled by facilities approved by the Texas Cornrnkaa!on on Environmental Uuo|ity.
4. The maintenance of paving' grading and drainage improvements and/or easements shown on this plat is the responsibility
of Denton County Fresh Water Supply District No. 10. Approval Of this plat by Denton County does not constitute
acceptance of sorno for maintenance purposes.
5. All surface dnz\nQga eOo8n7eOts nhO|| be kept clear of fences, buildings, foundations, plantings, and other obstructions to
the operation and maintenance of the drainage foc|}ity.
O. Blocking the flow of vvofer or constructing improvements in surface drainage easements, and filling or obstructing the
floodwoy is prohibited.
7. Denton County will not be responsible for any damage, personal injury or |ooa of life or property occasioned by flooding or
flooding conditions.
8. The existing creeks or drainage channels traversing along or oorooa the addition will remain as VpaO 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.
S. Construction not complete within two years of the commissioner's court approval shall be subject to Current county
subdivision rules and regulations.
10.No construction without written approval from Denton County aboU be oUuvvod within an identified "Firm" flnVdp|oin area,
and then only after a detailed Uoodp|oin development permit including engineering plans and studies show that no rise in
the boom flood elevation /BBE\ will raau|f' that no flooding will result, that no obstruction to the OotVro| Movv of water will
result; and subject to all uvvnena of the property affected by such construction becoming a party to the request. Where
ounstnJotion is permitted, all finished floor elevations shall be o minimum of two foot above the DO -year flood elevation.
11' All utilities and drainage structures are located in the right-of-way except as shown.
12.AU utility ernoDto and rights -of -ways shown hereon are hereby dedicated by this plat for the exclusive use of Denton
County Fresh Water Supply District No. 10 unless otherwise noted.
13.The subject property is depicted within Zone "X" (unshaded) on the Rood Insurance Rote Map, Mop No. 48121C0430G,
Doted April 18` 2011. Zone "X" (Unshaded) is defined as "Areas determined to be outside the 0.2% annual chance
flQodp|oiD'
14. All corners one 1/2" iron rods with plastic cap otornpad "SP|ARSENG" get, unless noted otherwise.
15.AU |Ota in Block "X" are non-residential lots. Maintenance of all \Oto in Block "X" shall not be the responsibility of
Denton County Fresh YYotor Supply District Mo. 10.
16.Denton County oho|l not be responsible for maintenance of private streets, 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 orooa and open spaces, and said owners agree to indemnify and hold harmless Denton
County from all o{OirnS, damages and |Vaaoa arising out of or resulting from performance of the obligations of said
owners set forth in this paragraph.
�TW7Y CO%!,PA;`,:` A 0V4�
Lot Area Table
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- - - - - - - - - - - - --- - -
Lot Area Table
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Lot Area Table
MIAL
Lot Area Table
Open Space Area Table
�
REVIEWE APPROVED ON 5.
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COUNTY JUDGE, COUFINAL P
AIRIT11 SIA NOART 'I PHASE 4
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�^ +`�^������"�� SURVEY ��� ���`���^������ �n��. ���
J.M. D~~~^~RET T SURVEY ABSTRACT NO. ^,*'v^
DENTON �7 ��
����� ����� COUNTY, �; �������^�
40.110 Acres
OWNER /APPLICANT
CORONA ARTESZ2l, I.LC
3899 Maple Ave., Suite 250
Dallas, Texas 75204 Filed For Record
Telephone (214) 855-9400 in the official records
Denton C000ty
Contact: Will Walton
8o: Feb 17,2016 ut 02�
ENGINEER /SURVEYOR in the
3piars Engineering, Inc. Plat Recnrds
765 Custer Road, Suite 100 ARTESlA NORTH PHASE 4
Doc M��er: 20�6-
Plano �lI 7�0�5
' No of Puees: 2
Telephone; (972) 422-0077 Amount 100
TBPE No. F-2I2I
Contact: Matt Dorsett Receipt Number - 1391{
U 8y,
Sheet 2 of 2
xmocny»«':u
Scale: I"=I00' December, 2015 SEZ Job0o~ I�-I6O U
Open Space Area Table
�
REVIEWE APPROVED ON 5.
�
�
COUNTY JUDGE, COUFINAL P
AIRIT11 SIA NOART 'I PHASE 4
J1
'
� ~� ��> ���� ���
�^ +`�^������"�� SURVEY ��� ���`���^������ �n��. ���
J.M. D~~~^~RET T SURVEY ABSTRACT NO. ^,*'v^
DENTON �7 ��
����� ����� COUNTY, �; �������^�
40.110 Acres
OWNER /APPLICANT
CORONA ARTESZ2l, I.LC
3899 Maple Ave., Suite 250
Dallas, Texas 75204 Filed For Record
Telephone (214) 855-9400 in the official records
Denton C000ty
Contact: Will Walton
8o: Feb 17,2016 ut 02�
ENGINEER /SURVEYOR in the
3piars Engineering, Inc. Plat Recnrds
765 Custer Road, Suite 100 ARTESlA NORTH PHASE 4
Doc M��er: 20�6-
Plano �lI 7�0�5
' No of Puees: 2
Telephone; (972) 422-0077 Amount 100
TBPE No. F-2I2I
Contact: Matt Dorsett Receipt Number - 1391{
U 8y,
Sheet 2 of 2
xmocny»«':u
Scale: I"=I00' December, 2015 SEZ Job0o~ I�-I6O U
�
REVIEWE APPROVED ON 5.
�
�
COUNTY JUDGE, COUFINAL P
AIRIT11 SIA NOART 'I PHASE 4
J1
'
� ~� ��> ���� ���
�^ +`�^������"�� SURVEY ��� ���`���^������ �n��. ���
J.M. D~~~^~RET T SURVEY ABSTRACT NO. ^,*'v^
DENTON �7 ��
����� ����� COUNTY, �; �������^�
40.110 Acres
OWNER /APPLICANT
CORONA ARTESZ2l, I.LC
3899 Maple Ave., Suite 250
Dallas, Texas 75204 Filed For Record
Telephone (214) 855-9400 in the official records
Denton C000ty
Contact: Will Walton
8o: Feb 17,2016 ut 02�
ENGINEER /SURVEYOR in the
3piars Engineering, Inc. Plat Recnrds
765 Custer Road, Suite 100 ARTESlA NORTH PHASE 4
Doc M��er: 20�6-
Plano �lI 7�0�5
' No of Puees: 2
Telephone; (972) 422-0077 Amount 100
TBPE No. F-2I2I
Contact: Matt Dorsett Receipt Number - 1391{
U 8y,
Sheet 2 of 2
xmocny»«':u
Scale: I"=I00' December, 2015 SEZ Job0o~ I�-I6O U