SB0022A51e CIRF
CM
S59.81'
Lot 6,
18lock X
R.O.W.
Z
60,
R.O.W.
21"'
�2c�
Q5,
80
tat
Cl�
DL7
5/8' CIRF Block X
I Variable ffidth P.O.W. Dedication
By Separate Instrument
Corona Artesia LLC
Doc. No. 05-34-095 8' Parking & Access
11 Easement By Separate
Instrument
15' SSE By
Separate Instrument
O
29.E572 Ac.
Prosper 70 Investments, LTD.
Doc. No. 95-0110922
_5ei9*5Z20"E - 1.306.80'
16 DE
Separate Instrument 15 DE By
L
Separate Instrument
Gn#ioaDy Depicted FEMA Zone A
Line Per FIRM Map No. 48121OD43DG
Dated April 18, 2011.
5/6' CIRF kk
CM __S
80.32'
__ �-
(D
2 6 Artesia Phase 15
CA17- X Pg. 175 21 R 2
OPROCT
1.04 ti
63X
I 64R
9 21 R
65R
66R
67R
0 20.
68R
69R
70R
OF
16,3 7, R
- ff% 20R
72R
7 L14 73R
Arteola Community Association
Poo. No. 14-7957
7
10' Grading & Utility Esmt.
Doc, No. 2005-8936
R
11 3R 2R 1R 56% Drainage & Utility Esmt.
AR J Doc. Na. 2005-8934
I
5
8R 7R 6R 5R
—7 Op 9R
\1
11R L,
2R
3R'
04R
16R '5R
OR �19R 18R 1 7R I Corona Artesia, LLC
I Doc. No. 2015-121757
3 6 R 3 TFRR 38R Orr'VCT
35R 39R 40R
4R
'2R 33R
�31 R lik I (�) I
29R 1130R i Temporary Access Esmt.
27R 28R Doc, No. 2005-8933 1 inch 100ft.
25R 21R
22R!23R 24R ArroOOIAI Phase 113
Keplat 8R !i7R 6R 5R 4R R I _2 R 1R
Doc. No. 2011-55
9R
OPPIPCT 1OR
I !1R .9VA%P - - --mospm ROAD Z-
13R
14R\
-7 16015R —RR6 ECT
19R 8R R LOCA' N
T-4
V !_ _ �f i1 16 1 17
_34R F 7-,, ,, 1
35Rk6R 37R'38R 39R 1 13 14 15
;0
'R
h
32R 33R
UN 7,i
\31R�
30R
77 28R 29R LJ FMf
n 26R 27R I
21 R 22R 23R 24R21R i (�) \ I I I I I I 1 9 8
2R 10
/ 12
7R IR 5R 4R 3R 1R LOCATION MAP
r
9R 11R 1 4 1 N.T.S.
V — j
IOR
111 R
-ow r-our-T -.nt 1-mouge
0 1 1 Ub 14R 13R S
19R 18R 11 7R 16R 15R NOTES:
4R 3R 2R 1 R 74R
1. Basis of bearing, horizontal and vertical position derived from
7 55 R
i - - 27 28 the Texas WDS RTK Network -Texas State Plane Coordinate
26 System, NAD83, North Central Zone (4202).
f5L17 -------- 25
24 2. Selling a portion of this addition by metes and bounds is a
�050LAXE COURCT 38 1
1 2 23
\37 4 violation of City ordinance and state law and is subject to
34 3" 31I ! fines and withholding of utilities and building permits.
ffi 133
26 27 28 29 30 32 Ill 18 17 3. No lots are within the 100 year flood plane according to FEMA
19 FIRM Map No. 48121CO43OG Dated April 18, 2011.
Artesia Phase 115 22 20
Z / 21
r_'.Q6 Y F1102 11 V
0PKPCT 5 �4 ! 3 � 1 2
19 18 17 16 15 14 i13 12 11� 109 8176 1819
18
10' U.F-
By Separate Instrument
8' Parking & Access
Easement By Separate
< 5
19
Rear Property Line
010 .17
96 14 1
9 4 1 15' Rear BL
93 DL27 15L50 20
90 91 1 192 , I I-- -+
E$L51 13 16
Imo Sebock
94.7 t t �—!' sw
6.2 21 F_ F_
4. 8' 0 0 0
0.00 5/r PRF 12 15 _J _J _J
.00, 1 1 1
54.7,-' 00, L12 22 V swe V'Side
Setfth�ck sftoa
IF9 40 i
11,500, 4 C� POINT OF 20' Front 81.
t
2 4Y 2 BEGINNING- 23 14
15' _5' U.E.
6 1-_�N=713(
Front Property Line
,S? Z) —4,98- E=2471811.4180 13
3
03' aTAWAM LQI LUA
4?
4
9
3/ 12
4 5 202 LOTS
Art;esla Phase 45
ki 52.253 ACRES (3.87 UNITS/ACRE)
& 1�j 11500' Doc. No. 2012-50
5 *>CT
0M
6 00, 1 7 27 10
Ct
3
N
^(�,r}�2 C� a 0 C19 28 9 qA
7
4�
0
13, 2.98' 5 29 8
'Y5,z?, 8
,69,,, Bloc .00,
_ J, F 0,
,5
W X 4
3.96' 30
& 9 7
A16'?
39 11500'
3156' 10 3 6
---j
9*"
2 U.E 2 5
$1
FINAL PLAT
57 4
3
.` ` - _ _ - i N. 1A
AIXDTESIA NORTH ]PHASE
L. NETHERLY SURVEY - ABSTRACT NO. 962
DENTON COUNTY, TEXAS
52.253 Acres
65.625 Ac OWNER / APPLICANT
6unores't Properr4eo, LF CORONA ARTESIA, LLC
3899.Maple Ave., Suite 250
Doc. No. 04-500 Dallas, Texas 75204
Telephone (214) 855-9400
Contact: Will Walton
ENGINEER / SURVEYOR
Spiars Engineering, Inc.
765Custer Road, Suite 100
Plano, TX 75075
Telephone: (972) 422-0077
TBPE No. F-2121
Contact: Matt Dorsett
Scale: 1" = 100' June, 2015 SEI Job No. 13-101
Sheet 1 of 3
Filed �OP ReCOPd . f�
in the official pecor�-_- 0 -
Denton couflt�
4i2'015 at 0'13P
As a
Td ARTESIA k�gRMHIRSE IA
2 c Kumber�� 015- 2
Do61
No of Fay e2s;
haotint
Re ceipt 1313395
Sunng Farr
M
OWNER'S CERTIFICATIE
BEDNG, a tract of ianic situated in the Netheriv Survey. Abstract No, 962 Denton County, Texas, the subliect tract being a portio`, C:
tr2ct convevec ,c Corona Artesia, L! according to the dean recorded in Doc. N-c. 2008-34098 & the Deec Recoros, Denton Courr_
exa5z. rne su I oJect tract being more particuiariv descriDed as -ollowZ
BEGINNING a- 5/S, capoed iris, rod fauns or, the ioes-, iine of Artesia Bouievarc la 80 foot public right-OT'-W?V I l for corner 0- triz
soutr),eas-, corner Of Lot 155, Block 6, Ar-,esia, Phase 11 B. an addition recorder," in, Cabinet X, Pace 175, Plat Record, DaitrC3&^ Cisurrte,. Texa--
(OPRDC-,
THENCE, 5- 4227'06'3F-.- 4A- a cistance of 62--,00 feet to -P 5/8tro- rod foe. nw
THENCE, N! 67'53'22Wa distance of 226.97 feet, to -a 1/2' iron roo with a plastic cap stamped "SPIARSENG'' se-.
THENCE around a tan-ent curve to the left having a central angie of 21'3858'. a radius of 970.00 feet. a c1hord of N 78'42'51-"W - 364.3'
feet, an arc tength of 366.52 feet, to a 1/2ziron rod with a plastic cap stamped "SPIARSEM3" se'.
THENCE, N; 89'32'2U1'v'v'1, a distance of 802.28 feet, to a 5M! iron rod founti,
HENCE around a tangent curve to the right having r.- ntra� angle of 58'38t-32', a radius af 35.00 ie-ei: a cnord of N 60'13:"04" 'A' - 34.2F
feet,- an arc length of 35.82 feet, to a 11/2iron rod with a plastic cap stamped "SPiARSENG" se-11
THENCL N 30'53'494W, a distance of 127,46 feez, to a 1/2' iron rod with a Plastic can stamped "SPIARSENG 'se,
THENCE arouna a'Tangenr curve to the right having a central angie of 26'36'0,-Q , a radius of 330.00 feet, a Chord of N �,Av - 151'sr
Teez, an arc ienath of1153.22 feet, to a 5/81' iron rod founc,
HENCE,, N 89'32'20" W, a distance of 276.61 feet, to a 1-1/2" iron rod with a plastic cap stamped "SPIARSENG" se,,,
THU,,"C�L 'S 07'.77'4 Vr , ,, , - a -ks-F,-icn o- '2 40fee-, iron roo, wilni oi2sttc ca,,n starnm--d "SP1ARSE,'.',,K-' sc-
o> '1- D -,N� C'o
THENCE, N 89-22-20"
W, a distance of 60.78, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE around a tangent curve to the left having a central angle of 2*58'47", a radius of 1340.00 feet, a chord of N 10016,36" W - 69.68
feet, an arc length of
69.69 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 11-46'00"
W, a distance of 37.30 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set
THENCE, N 00-37'40"
E, a distance of 143.41 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 00-17'41"
W, a distance of 1051.67 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 00-03'28"
W, a distance of 46.93 feet, to a 5/8" iron rod found;
THENCE, S 89932'20"
E, a distance of 1306.80 feet, to a 5/8" iron rod found;
THENCE, S 26-36'57"
W, a distance of 175.17 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 22-42'49"
W, a distance of 50.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE around a non
-tangent curve to the eight having a central angle of 11*1338", a radius of 450.00 feet, a chord of S 61'40'22" E -
88.04 feet, an arc length
of 88.18 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 56"03'33"
E, a distance of 93.02 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set,
THENCE, N 74-16'13"
E, a distance of 39.36 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set, -
THENCE, S 00-27'40"
W, a distance of 315.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 89*32'20"
W, a distance of 164.99 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 00-27'40"
W, a distance of 110.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 89-32'20"
W, a distance of 5.01 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 00-27'40"
W, a distance of 50.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 89*32'20"
E, a distance of 10.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, 5 00-27'40"
W, a distance of 110.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 89-3270"
W, a distance of 125.09 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 00-30'43"
W, a distance of 50.31 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 10627'07"
E, a distance of 79.95 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 00-27'40"
W, a distance of 141.19 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 89-3270"
E, a distance of 578.83 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 79-10'05"
E, a distance of 129.25 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 60-2653"
E, a distance of 86.81 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 03-44-24"
E, a distance of 14.08 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 80'11'24"
E, a distance of 41.90 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 86'38'26"
E, a distance of 94.75 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 22-06'38"
W, a distance of 6.26 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, S 67-53'22"
E, a distance of 50.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, N 22-06'38"
E, a distance of 10.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, 5 67-53'22"
E, a distance of 120.00 feet, to the POINT OF BEGINNING with the subject tract containing
2,276,154 square feet or 52.253 acres of land.
N0%A`. THEREFORE, KNOW ALL MEN BY THESE PRESENT
Tha7l CORONA ARTES! A, LLC, ADELAWARE UNUPD LIABILIT, Y COMPANY, acting herein by and through its duiy autnorizer, officer�
aces nere�v certify antadopt this plat designating the herein above described properry as ARTESIA NORTH PHASE !A, an addid
to Dentor, CoUnty, Texas. No buildings, fences, tree*, shruDs or other improvements shall be Constructed or placea upon, over c-
across rile easements shown on said ola,. At the discretion of Denton County Fresh Water Supply District- Nc. 10 "The District; trict
anin suo , iec-, zo its written approvai, utikLy easements may also be used for the mutual use and accommodation of aii pubitr
ut'dities oesiring to use tiie same urniess the easemen-c hmits, the use to a particuiar utiii-w o,- utilities, saic use Dy oublic utibtie-
ngsunordinate�lo+l�,,ieDistric�-L,-�sethereo-' Arty publicutifity, given the right by the District to use said easements shall nave th-
rigni to: removeano' Keep removed all or part of any buiidings, fences, trees, shrubs or other improvements or growths which t",
anv wav endani, r or interfere with the construction, maintenance, or efficiency of its respective system on anv of thesE-
easements and, amli pulak utifiry shall at all times have the right of ingress and egress Co, and from and upon any oil saic
easemen-Ls, for the purpose of constructing, reconstructing, inspecting, patrialling, maintaining and addinz, to or removinc ali c,
f ris respective systern without the necessity at any time of procuring the permission of anyone, 1 do hereby bind mysel-.'
part of
my successors and assigns to forever warrant and defend ali and singular the above described easements and rights unto trier
district against ever; person whomsoever comes lawfully claiming or to claim the same or any par,' thereof. This properw
=ated within the extraterritoriai Jurisdiction of the Town of Prosper. However, the Town acknowledges and agrees that Dentor
County shali have exclusive jurisdiction over ali subdivision and permit approvais within the District and that such exclusive
jurisdiction snail continue even if ali or any portion of the District is at any time in the future included within the e)ctraterritoria`
Jurisdiction of the Touvn of Prosper nsr the'- certain agreement signed arid dated on or after Mav, 6, 2003 by Jim Dunmire, livlovo-
o4 the Tov,,-, of Prosper, Nancy Heinte", President of the DistricIL Jay S. Jones of Inwood Plaza Joint Venture; and Philip Huffine-r
President of Sinan., lice} estdents, iric. and Vice Presidem of Both Huffines Communities, Inc, and Seaied Bid DPW,
This Dtal sub,ject to all the.platting ordinances., rules and regulations of tile County of Dento--
WITNESS, my hand, thi�
GRA
A Delawar Limited Liability Company
By:
R. Scott Harris -Authorized Signatory
,Ciffmffi&]
the dav is'
1 2015
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared R. Scott Harris, known to me to be
the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the
purposes and considerations therein expressed and in the capacity therein stated.
GIVENU DER MY HAND AND SEAL OF OFFICE this the day of 2015
Notary Public, State of Texas
(
EUNICE ANN CHRISTMAN
My ComMislim Expires 5 Mirth 24, 2019
W W RP I W 01 W 0
Mmffl�•� M
That 1, Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and the field notes made a port thereof
from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal
supervision, in accordance with the Subdivision Regulotions of Denton County, Texas.
Dated this the day of 2015.
0 F
�XT t
1Z-
VU
DARREN K. BROWN, R.P.LS. NO, 5252 DARREN K. BROWN
�5252
C)
S U
STATE OF TEXAS §
COUNTY OF DENTON §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Darren K. Brown, known to
me to be the person and officer whose name is subscribed to the foregoing instrument, and ocknowledged to me that he executed the
some for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2015.
Notary P C.
stcue of Texas
JOY L. OWPIEN r
'Nvory Puolic, Stale of Texas
iMv Commission Expires
March 01, iDL16
A
ELECTRIC & GAS COMPANY:
ri
COSER\, DATE
- - - - - - - - - - - - - - - - - --
AT&`- D A -it-
REVIEWED AND,'�F-FRGY5,D ON`FED 2D15.
DENS ON -,6uN- TY FRESH WATER SUPPLY DISTRICT NO.
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO, 10
CONTACT. CLAY E. CRAWFORD
19 BRIAR HOLLOW LANE, SURE 245
HOUSTON, TEXAS 77027
PHONE (713) 621-3707
bounda. Line Tabitz-
226-9-7
N6
-Z-
LL
12T4E
N art C
55TM
-
2766`
NSC-'
35'L�
20-`V,
BL
22 4'L-
S CIC"
2 -7
4C,';Sri'
E3
Q4, C
-1 V11
B1
6O.7E7
N8o'
22
20`VLV
B-
3-73C
N"
46'
00"W'
P U'-
143.4'
NOC'
BL�
46.K
: NOC'
03"
251","
I B-11C
175,1`
S26' 3-3'
5711W 1
50.Y1
S22' 42
42"Vv
BL' i 2
9302�
S56- 00-3
11;7
39.3C`
N74' 16'
17
NBC
BL1 6
5.01'
N89. 32'
20"W
Boundary Line Table
50LOIC
0
SOC'
27
40`V`
0 0C.-
S80-'
35'2'
20"EL
SOC'
27
40"W"
BL2,0�
125,09'
N8�-
12"
20"VY
43"V,,
BL2, 2
79,95�
S"C*
277'
01 i-
41 „ 1
Son'
'? 7'
40"W I
I BIL-24
29.25
S710'
1 V
05"E
BL2E7
36.8' ,
1 6'
26"
5 34 'LE
BL26
114.08�
NO-3-
44�
24$"F
41 "C'
N80-
11
24"-E
.9
6 L 21 -P
9,7-,':
N86'
38'
2 6 E
BL29,
6,26
S22'
06
35`01
B 7
120.00'
S67- 53'
22-E
Bounacr�,,:
�"umea-r
-,-Va
3 6 6.5 2
9 7, 0. 0,C
364, �34--
i'N T 1
3 4 21
sl-
B`--4
6��e-c-
11 3 40', 0 C
69.61-7
BC
8& Ir
45 C!
1. Water service to be provided by Denton County Fresh Water Supply District No. 10.
2. Utility Providers:
(1) Electric & Gas Service: CoSery
7701 South Sternmons
Corinth, Texas 75065
1-800-274-4014
(2) Telephone Service
7 Piano, Texas 75025
(972)569-3084
Ill W 111161116 011,161
off
'3
Al
-D REVIE AMOVE ON L
717
COUNTY JU1' DGE. Fti' N COUNTY, TEXAS
t
F:
2V� H. RT71P R71- PHA. 1A
T f
Zkt ABSTRAvC T NO, 96/2 -NN-ETHEERRI -� li7 S71"J"T
DE-T"�171'0`1` COUNT TY, TEXAS
.'---),.253 Acres
OWNER I APPLICAP,, flf-
CORONA ARTESIA,
899 MaT)Ie
A V e Su
t e 27-
DaI--las,.
Texas
() L
Te --1 er)hone
( 2 14 8 5 E
-94C,
Con-uac-:
W-411 War
con
EI* GI EE
/ SURVEY(
-,'DR
Sp-4ars Engiine-3rJ
ng,.
ina-
765 Custer
--Road, Su-,
la 1',"]
Piano,
TX 7507
5
Tele-phone:
(972) 42,
0 07
LEPE No.
F-21 2
`J-
Contac,!C:
Tutu Dar :
- et t
_7
P"m
SuF,ri-� FL,
Sheet 2 o-�-3
3,11",41
June, 2015 SEE Job No. -1 3-:
I
amine Tcb,.
-Cc "'C'11w
7
ro
-7 -7�-
N27'
20,1'
S 3 6'2 9, 2 8`,h
N1xs
21 2
N 4 4 5 5'0 011` Vi
37.26
N 00-'227z4,0
Lot Area Table
Lot #
51oak #
Squore, Feet
Acreo53e,
A
5855
0,134
2
A
5855
0.134
3
A
5855
0.134
4
A
5855
OA34
5
A
# 5855
0.134
6
A
5855
0.134
7
A
5855
0.134
8
_
A
5855
0.134
9
A
5855
0.134
10
A
5855
0.134
L11
A
7404
0.17 0
%
Centerlinf8 Curw�- 'To
r', 7-7 t,478-42`5`11,' 2_l '3 8 " 5
3 7 _5 � 9 VP 9_ 9 115. 0 C
Z
481.76 1 _9 7 5 . 0 C 47&9,'Ct�78-42`
Z>u-
5o,lr
48.9
SKI, 7 D"
C
ft1 ,6~
305. 0 C
140,51
Is 4 4
56,44
300, OC-
56 _3
S85 4-'l 8 V,'
I PY46'4
CE
49 9C
500100
49.85
5'4 SO
C, 9
186,25''
3 0 0 0 CC'
183,2E'
N 6 6'5 24 E
35'34'1 Q_'
134.24'
500.0C
13-3. 8 4
N 33
155 '113'4 E`
C 112
13 ,23'
275.00'
131k84,
1 18'29'11"V,'
28'23'02'
234,
70, 0
Z .7f
23-7
S06-01 4C�_7
-27
11 -1 T J_
181,14'
310.0""
178.58
N72'47'56"ak
3 7'28'4E
C15 35MC600,0U
345.635
-`W 33'8'46"
N72'47'55, 2
Lot Area Table
Lot Area T
Lot
Area Table
Lot
H
E31ock #
squoro Fact
Acreage
1
-
10016
0.230
2
_5
9992
0.229
3
5
7475 1
0.172
4
5
5945
0.136
5
5
7040
0.162
6
5
7699
0.177
7
B
7467
0.171
8
9 9
5
5
7200
6674
0.165
0.153
10
B
6250
0.143
11
5
5941 0.136
12
1 5
5-1744
1 0.132
13
14
i 5
15
5628
5500
0.129
0.126
15
5
5500
0,126
16
5
5500
0.126
17
18
5
5
5500
6600
0.126
0.152
19
5
5708
0.131
20
5
5750
0.132
21
5
5750
0.132
CZ-7 n
n IV)
2 3; E 575C, 3.2
24
76 70 0A76
25 5 8247 0.189
0.186
26 1 15 8119
5 0.132
277 5 5750
28 5 6291 0.144
29 5 7479 0.172
30 5 5750 W32
C
L31 5 5-5755�0 0.132
Lot #
510-_k #
5qVCW0 Feet
Acreage
6911
0.159
2
C,
5937
0.136
3
0
5937
0.136
4
0
5937
0,136
5
0
5937
0.136
6
C,
5937
0.136
7
C
5937
0,136
8
0
5937
0,136
9
0
5937
0.136
10
C,
5875
0.135
11
0
5750
0.132
12
C
5750
0.132
13
0
5859
0,134
14
0
5859
0.134
15
C,
5859
0.134
16
0
5859
0.134
1 5859
0.134
F17
18
18
-
0
5859
0.134
19
C,
5859
0.134
20
C,
7985
0.183
21
0
7244
0.166
22
C
6099
0.140
23
0
6099
1 0.140
24
0
6099
0.140
25
0
6099
0.140
26
27
8
0
1 0
0
6099
6099
6099
0.140
0140
0.140
29
0
5818
0.134
r28
30
0
5818
0.134
31
0
5964
0.137
32
C,
6028
0.138
33
C,
6028
0.138
34
0
6028
0.138
35
0
6028
0J38
36
C
6028
0.138
37 C, 602E 0.13E I
38, C 6028 0.138
1 39 C 6983 0. 16 0 1
0ent.el-line, Clurve
1^1 HE
82.7-
N40*0424W
I
37 '2 2
28U
140L.00'
'17 0,.
C,
S06-DI 5�,,
3 B. S
3MPjr,
S 711" 5 3`
7'24'4�`
ME
3 0, j'0
'C'
38_7E
`43'V
N 7 1'35 ,
`4-z"
7'24�
Table
Lot #
51or-k #
-square Feet
Acreage,
6400
0.147
2
V
6400
0.147
3
r>
6400
0.147
4
V
6400
0.147
51
V
6400
0.147
6
V
6400
0.147
7
V
6541
0.150
8
6611
0.152
6611
0.152
10
V
7437
0.171
11
i
7228
0.166
12
V
10237
0.235
13
P
9555
0.219
14
V
7154
0,164
15
L--------
D
L ----------
9514
0.218
Lot
Area Table
Lot #
510Ck #
5,_-�voro Feat
A<,rooc3r,
12060 i
0.277
2
F
10540
O�
3
E
EH]242
10978
52
0.252
4
r=
8906
0.204
5
I E
8598
0.197
6
E
9682
0.222
7
E_
10962
0.252
81=
i 7868 1
0.181
9
1 15
1 7854
0.180
0
10
E
8247
0.189
11
E
11915
0.274
12;
F
12185
0.280
13
E
12562
0.288
14
E
10467
.240
15
r=
11847
272
0.]
Lot Area Table
Lot #
1
7381
0.169
2
F
6118
0.140
3
F
6472
0.149
4
6633
0.152
5
F
6633
0.152
6
F
6633
0.152
7
F
6633
0.152
8
F
6507
0.149
9
F
6118
0.140
10
F
6118
0.140
11
F
I 6118
0.140
12
F
6118
0140
3
13
F
10400
0.239
1 4;
14
F
10400
0.239
15
F
10400
0.239
16
F
7200
0.165
17
F
7200
0.165
-------
18
F
7200
0.165
19
F
7520
0.173
20
F
8011
0.184
21
F
8011
0,184
22
F
8011
0.184
F23
F
7252
0.166
24
F
8474
0.195
Lot Area Table
Lot #
510ck #
Sopore Feet Acreage
1
C7
7800 0.179
2
C7
6600 0.152
3
C7
6600 0.152
4
6
6600 0.152
5
6
7188 0,165
6
6
8003 0.184
7
G
9545 0,219
8
6
12544 0.288
9
10427 0,239
I ' Lol,. une
Lot Area Table
Lot #
Block #
5qvore Feet
Acreoge.
1
H
9368
0.215
2
H
6000
0.138
3
H
6000
0.138
4
H
6000
0.138
5
H
6000
0.138
6
H
6000
0.138
7
H
6000
0.138
8
H
6000
0.138
9
H
6000
0.138
10
+4
6000
0.138
11
H
6000
0.138
12
H
7263
0,167
13
+4
7371
0.169
14
H
6107
0.140
15
H
6107
i 0.140
16
H
6107
0.140
17
H
6107
i 0.140
18
H
6107
0.140
19
H
6107
0.140
2
=OH
6107
0,140
21
H
6107
0.140
22
+4
6107
0.140
23
H
6107
0.140
24
H
6107
0.140
25
H
8524
0.191
i C
811
OAK
8115
0.186
_=_j
12
6
8115
0.186
13
8115
1 0.186
14
C7
8115
0.186
15
8115
0.186
16 1
6 1
9415
0.216
Lot Area Table
Lot #
51ock #
5opore Foot
ACreago
6811
0.156
2
1
6190
0.142
3
1
6190
0.142
4
1
6117
0.140
5
1
7339
0.168
6
1
13391
0.307
7
1
8199
0.188
8
1
6135
0.141
1 10
619 C,
6190
C). 142
0.142
6190
0.142
12 l
6190
0.142
13 i 1 s6190
0.142
14
6190
i 0.142
15 1
6190
0,142
16 1
6190
0.14-2
17 1 1 i
6190
0.142I
�.urve Tab
P. 4
330.0C
SO4'2 7 6
u*1 C., i
7
1 0 C
SO-7 3 2 F"
4 �O
305�Or
-
410�_
S86 '25 7, 'V,,'
110
41.5�
S8625"
810
C
4,9,4�,
495.00
49 HE
N873 7
F.
5'43'0E
50,4i-
50�.D_
71P
50-3E
I _'D
5'4 115'0 F
CH
5.0
10.0C
N VC
7 T5 9'5
45Q,
46MC
45K`
736'07`E
N87
5'4 39'0 IE
C4C
MH
340. OC
309.26"
S870-9'0-5'1k
6.37 '11' 'C"'
C4
268.35C
13 4 0. 0 C'
267.85
S06''"E
0150E
11 '28` 0
C 42
26.E
10. 0 'C'
19A4'
N14'02'22"r--
152*50,'37"
C41_
2 1 _P'
10.0�
1 7.6 2
S32_-74,7158"7_
112�
Y28'48`
04,,
t
10
lz-,14
C 4 -E
j4615
260,QU
14,615
S88'50'38`VY
Y, 4135'5
D"
Lot Area Tableiti
Open
Open
Space Area
Table
Lot #
Block #
Acres
0.06
2
X
4.211
3
I X
0.079
4
i X
0.683
5
1 X
0.154
6
X
0.256
7
X
0.013
8
X
0.052
LVI_ Curve, Tabf'El
71 87
5. 0
01
3 2 V
-o'
U %j
C4E,
7 7-
20.0C�
7. 3
21-066,WC
rz_c
7
704
N66'20'28"E_
89-32"D-Z'
`di9.88�
S092Er,'46`VC
162'C'r4C_`
3
-'4
" r k
4
TA LPLAT
fff
Z�
N THE S-71'ri " )VEY - ABSTRACT NO, 96
52,253 Amw
OWNER / APPLICAN-, T
CORONA ARTE S7 A, L u C
3899,
899, Mar -,'Le Ave Su i -,-e 2_5
Dallas, Texas 75. 110��
lele-ohone (2.14). 8 5' - 4 C,
ENGINEER / SURVEYK
S,Piars Engineering, in-,,
_uste_r Road, Sui
Kano, TX 7_507-E-
Telephone; (972) 422-21 -007'1'
TBPE No. F-212' '
Contact: liy.att DorE,.-!Lt
June, 203-15 SEA Job No.
C
U, A,R E-- T, PRURTH