SB0007ARErvIIAINDEP OuJ r r'
ALLED 227,80 ACRES SEALED B D t
< GDOC, NO. 20, 8462 �
' `C n'1 NG; E:°i3 E MEN4
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54.22' - - 50 r '2.a,;
- -2.6z 52 i8'`j 62.6 nq
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1
121 §� ry ?? L1.i Wit, d!/v•�� �I % 7.64 1
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c
ELECTRIC EASEL ENE
�y
(BY SEPARATE INSTRUMENT)
1 GRADING EASEMENT /
� 0 1- DOC. NO 201 64870 �
R.P.R.D.C.T.
i 1
REMAINDER OF A
CALLED 227.80 ACRES /
SEALED BID DFW, L.P. \ `�
DOC. NO. 2003-84629
R.P.R.D.C.T.
UTILITY EASEMENT
BL
BUILDINGU.E.
IRON -•r -MARKED.
w .... =!Z FOUND
1/2"IRF
1/2-INCH IRON "•i WITH CAP MARKED
.., FOUND
■
"X" CUT FOUND IN CONCRETE
- •
•
P.O.=
POINT OF
60 -
60O•RADIUS
DESIGNATES SUBDIVISIONBLOCK
R.P.R.D.C.T.
..•. .. RECORDS,
DENTON COUNTY,TEXAS
r.C.T.
PLAT RECORDS,
DENTON COUNTY,TEXAS
60' DRAINAGE & UTILITY EASEMENT, TRACT 2
1 DOC. NO, 2005-8934, R.P.R.D.C.T.
(TO BE ABANDONED BY PLAT)
ROAD EASEMENT
2 DOC. NO, 2006-127451, R.P.R.D.C.T.
LINE TABLE
LINE
BEARING
LENGTH
L1
S23a00'27"W
39.02
L2
N63°06'11"W
18.04
L3
S23'00'27"W
82.20
L4
N21 °59'33"W
28.28
L5
N66°5933"W
20.23
L6
S23°00'27"W
37.10
L7
N66°59'33"W
50.00
L8
S23"00'27"W
55.73
L9
N66`59'33"W
27.28
L10
N75'17'13"W
35.86
L11
N78°40'01 "W
17.52
L12
N79°41'14' W
54.31
L13
N81 °12'33"W
54.31
L14
N82°43'51 "W
54.31
L15
N84`15'09"W
54.31
L16
N85°46'27"W
54.31
L17
N87°17'46"W
37.64
'
L 1 9 ;
N 01 °02'08"E
50.00
I 1 2r,
14� ru"2'2 f 38' r a
75.00
i
i L21 i
�° t n s; .- i
St.. f u2 2� _ �
ri
50 Ot1 I
L22
NO2°27 38 E
35.00
? 23
S86°07'21 "E
64.53 i
L24
S84°32'39"c
62,99
L25 i
S82'59'06"E i
62.99
I L26i
S81°25'33"E
62-99
! L2 7,
L28
S79°52'00"E
S77°18'59'E
62.99
68.70
i L29I
S73°09 38 .
18.14 I
I L30I
"E
56-59
_S70°28'01
j L311
S23°00'27°'W it
334.93
L32i
S66°59'33"E
50.00
L33
S23°00'27"v1r
63,0115
L34
L35
S66°59 33` E
AN68°00 27'•E
38.23
�28,28
L36
N66°59 33 W
8.
500
I L37
N66`59 33 W
40,23
j L38
NO2°2 /'38"E
99.86�
L39
N23°00'27"E
181.12
CHORD DIRECTION
•
i •
' i•
•
i
i -
•i
r w' •
1\1
#
i
"
• "
i 'i
' .�
• ii
i
•
•
i *
! ii
•
68.06
i
•
i
:•
,
ii
36.35
•
:
:i i
••
BM#1 - SQUARE CUT NORTHEAST CORNER OF ARTESIA BOULEVARD BRIDGE ON
BACK OF CURB.
ELEVATION - 581.91'
BM#3 - 'X' CUT AT THE CENTERLINE INTERSECTION OF DRY CREEK BOULEVARD
AND TEXOMA TRAIL.
ELEVATION - 587.52'
•
' • •! t t t • • r • a
`• r
t •
!
• i f '• r • • i 'i •
•• • f i ! t i ! '• ! r a i
• i r f•r f• !it w • r •
•• r• -• - i •• -i =rr ! •-
r i f r -a- a a • •- ! r
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r
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i r 4 # ► ! • w• • !
!- � ri w•r ,r • .• ,fei
STATE OF TEXAS
COUNTY OF DENTON"
WHEREAS LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD„ IS THE OWNER OF A TRACT OF LAND SITUATED IN THE, LOUISA NETHERLY SURVE``.
ABSTRACT NO. 962, IN DENTON COUNTY, TEXAS, SAID 'TRACT BEING ALL OF A CALLED 3.223 ACRE TRACT OF LAND DESCRIBED AS TRACT THREE IN A,
4 P r
"'t
DEED TO LENNAR H � § PROPERTY
ODES OF TEXAS LAND AND CONSTRUCTION, LTD., RE�,,.O�,D�D AS DOCUMENT I��. 2011-64759, READ � ROPE`R:. RECORDS, DENTOIN
COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A 5/8-INCH IRON ROD WITH CAP MARKED 'r?ETITT--R€'LS 4087" FOUND OIL THE WEST RIGHT-OF-WAY OF ARTESIA. BOULEVARD (A.
VARIABLE WIDTH RIGHT -OF' -WAY) AND THE WEST LINE OF ARFESIA PHASE. 1A, AN ADDI-90N TO DENTON COUNTY ACCORDING TO THE RE'PLA T THEREOF
RECORDED IN CABINET X, RAGE 4€2, PLAT RECORDS, EENTON COUNTY, TEXAS, FOP THE MOST EASTERLY CORNER OF SAID TRACT THREE;
THENCE ALONG THE WEST LINE OF SAID ADDITION AND SAID WEST RIGHT-OF-WAY,, THE FOLLOWING COURSES AND DISTANCES:
I`
SOUTH 23 DEGREES 00 MINUTES 27 SECONDS W 'S T, A DISTANCE OF 39.02 FEE"! TO A 5/8-INCH IRON ROD WITH CAP MtARKEL, 'PETITT-RPLS
4087" FOUND FOR CORNER;
NORTH 63 DEGREES 06 MINUTES 11 SECONDS WES ¢, A DISTANCE OF 18.04 FEET TO A 5/8-INCH IRON ROD WITH' CAP MARKED 'PE [ITT-RPLS 4087'"
FOUND FOR CORNER;
I
SOUTH 23 DEGREES 00 MINUTES 27 SECONDS WEST, A DISTANCE OF 82.20 FEET TO A 5/8-INCH IRON ROD WITI ; CAP MARKED "PETITT--RPLS
4087" FOUND FOR CORNER;
THENCE ALONG THE SOUTH, LINE OF SAID TRACT THRE °, THE FOLLOWING COURSES AND DISTANCES:
I
NORTH 21 DEGREES 59 MINUTES 33 SECONDS WES , A DISTANCE OF 28.28 FEET TO A, 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS 4087'
FOUND FOR CORNED;
,
NORTH 66 DEGREES 59 MINUTES 33 SECONDS S T, A DISTANCE OF 20.23 FEET TO A 5/8-INCH IRON ROD VOTI�I CAP MARKED `'PETiTT-RPLS
_> F a /
408, F R
t
FOUND FOR THE BEGINNING £ Or �, TANS i�T RV E U ETOTH I;�.
W E RIGHT;
tI"
NORTHWESTERLY, ALONG SAID TANGENT CURVE TO' THE RIGHT WHICH HAS A CHORD THAT BEARS NORTH 61 DEGREES 25 MINUTES 33 SECONDS
WEST FOR 65.96 FEET, A CENTRAL ANGLE OF 11 DEGREES 07 MINUTES 59 SECONDS AND A RADIUS OF 340.00 FEET, FOR AN ARC DISTANCE OF
66.06 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A REVERSE CURVE TO THE LEFT;
NORTHWESTERLY, ALONG SAID REVERSE CURVE TOjTHE LEFT WHICH HAS A CHORD THAT BEARS NORTH 56 DEGREES 19 MINUTES 18 SECONDS WEST
FOR 4.20 FEET, A CENTRAL ANGLE OF 00 DEGREES 55 MINUTES 28 SECONDS AND A RADIUS OF 260.00 FEET, FOR AN ARC DISTANCE OF 4.20
FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED
'PETITT--RPLS 4087" FOUND FOR THE END OF SAID CURVE;
SOUTH 23 DEGREES 00 MINUTES 27 SECONDS WEST, A DISTANCE OF 37.10 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT--RPLS 4087"
FOUND FOR CORNER;
l
NORTH 66 DEGREES 59 MINUTES 33 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS
4087" FOUND FOR CORNER;
SOUTH 23 DEGREES 00 MINUTES 27 SECONDS WEST, A DISTANCE OF 55.73 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS
4087" FOUND FOR CORNER;
NORTH 66 DEGREES 59 MINUTES 33 SECONDS WST, A DISTANCE OF 27,28 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS
4087" FOUND FOR CORNER;
NORTH 75 DEGREES 17 MINUTES 13 SECONDS WEST], A DISTANCE OF 35.86 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS 4087"
FOUND FOR CORNER;
NORTH 78 DEGREES 40 MINUTES 01 SECOND WEST,! A DISTANCE OF 17.52 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087-
FOUND FOR CORNER;
NORTH 79 DEGREES 41 MINUTES 14 SECONDS WEST, A DISTANCE OF 54.31 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS 4087"
FOUND FOR CORNER;
NORTH 81 DEGREES 12 MINUTES 33 SECONDS WESY1, A DISTANCE OF 54.31 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087"
FOUND FOR CORNER;
NORTH 82 DEGREES 43 MINUTES 51 SECONDS WEST], A DISTANCE OF 54.31 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS 4087"
FOUND FOR CORNER; i
NORTH 84 DEGREES 15 MINUTES 09 SECONDS WEST, A DISTANCE OF 54.31 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PE-nTT--RPLS 4087"
FOUND FOR CORNER;
NORTH 85 DEGREES 46 MINUTES 27 SECONDS WES , A DISTANCE OF 54.31 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087"
FOUND FOR CORNER;
NORTH 87 DEGREES 17 MINUTES 46 SECONDS WEST, A DISTANCE OF 37.64 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS 4087"
FOUND FOR CORNER;
THENCE ALONG THE WEST LINE OF SAID TRACT THREE, THE FOLLOWING COURSES AND DISTANCES:
NORTH 02 DEGREES 24 MINUTES 37 SECONDS EAST, A DISTANCE OF 110.15 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS
4087" FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT;
WESTERLY, ALONG SAID NON -TANGENT CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS NORTH 88 DEGREES 16 MINUTES 38 SECONDS WEST
FOR 51.71 FEET, A CENTRAL ANGLE OF 01 DEGREE 22 MINUTES 30 SECONDS AND A RADIUS OF 2,155.00 FEET, FOR AN ARC DISTANCE OF 51.71
FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED( 'PETITT--RPLS 4087" FOUND FOR THE END OF SAID CURVE;
NORTH 01 DEGREE 02 MINUTES 08 SECONDS EAST, I A DISTANCE OF 50.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS 4087"
FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT;
EASTERLY, ALONG SAID NON -TANGENT CURVE TO TIE RIGHT WHICH HAS A CHORD THAT BEARS SOUTH 88 DEGREES 34 MINUTES 36 SECONDS EAST
FOR 29,84 FEET, A CENTRAL ANGLE OF 00 DEGREES 46 MINUTES 32 SECONDS AND A RADIUS OF 2,205.00 FEET, FOR AN ARC DISTANCE OF 29.84
FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED] `PETITT-RPLS 4087" FOUND FOR THE END OF SAID CURVE;
NORTH 02 DEGREES 27 MINUTES 38 SECONDS EAST, A DISTANCE OF 75.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PET1TT-RPLS
4087" FOUND FOR CORNER;
SOUTH 87 DEGREES 32 MINUTES 22 SECONDS EAST, A DISTANCE OF 50.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS 4087"
FOUND FOR CORNER;
NORTH 02 DEGREES 27 MINUTES 38 SECONDS El, A DISTANCE OF 35.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS
4087" FOUND FOR CORNER; I
THENCE ALONG THE NORTH LINE OF SAID TRACT THREE, THE FOLLOWING COURSES AND DISTANCES:
SOUTH 86 DEGREES 07 MINUTES 21 SECONDS EAST A DISTANCE OF 64.53 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087"
FOUND FOR CORNER;
SOUTH 84 DEGREES 32 MINUTES 39 SECONDS EAST A DISTANCE OF 62.99 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087"
FOUND FOR CORNER;
SOUTH 82 DEGREES 59 MINUTES 06 SECONDS EAST A DISTANCE OF 62.99 FEET TO A 5/8--INCH IRON ROD WITH CAP MARKED 'FETITT-RPLS 4087"
FOUND FOR CORNER;
I
SOUTH 81 DEGREES 25 MINUTES 33 SECONDS EAST,, A DISTANCE OF 62.99 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT--RPLS 4087"
FOUND FOR CORNER; I
SOUTH 79 DEGREES 52 MINUTES 00 SECONDS EAST A DISTANCE OF 62.99 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED TETITT-RPLS 4087"
FOUND FOR CORNER;
SOUTH 77 DEGREES 18 MINUTES 59 SECONDS EAST, A DISTANCE OF 68.70 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087"
FOUND FOR CORNER;
SOUTH 73 DEGREES 09 MINUTES 38 SECONDS EASTJ A DIST
ANCE ANCE OF 18.14 -
8 FEET TO A 5/8 INCH IRON ROD WITH CAP MARKED "PETITE'-RPLS 4087"
FOUND FOR CORNER;
SOUTH 70 DEGREES 28 MINUTES 01 SECOND EAST, A DISTANCE OF 56.59 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS 4087"
FOUND FOR CORNER;
SOUTH 23 DEGREES 00 MINUTES 27 SECONDS WEST, A DISTANCE OF 34.93 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS
4087" FOUND FOR CORNER;
SOUTH 66 DEGREES 59 MINUTES 33 SECONDS EAST, A DISTANCE OF 50.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKETS 'PETITT-RPLS 4081
FOUND FOR CORNER; t
SOUTH 23 DEGREES 00 MINUTES 27 SECONDS WE§T, A DISTANCE OF 63.05 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS
4087" FOUND FOR THE BEGINNING OF A NON -TANG NT CURVE TO THE RIGHT;
SOUTHEASTERLY, ALONG SAID NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS SOUTH 57 DEGREES 31 MINUTES 53 SECONDS
EAST FOR 19.84 FEET, A CENTRAL ANGLE OF 03 DIEGREES 20 MINUTES 38 SECONDS AND A RADIUS OF 340.00 FEET, FOR AN ARC DISTANCE OF
19.84 FEET TO A 5/8-INCH IRON ROD WITH CAP M RKED "PETITT-RPLS 4087" FOUNTS FOR THE BEGINNING OF A REVERSE CURVE TO THE LEFT;
SOUTHEASTERLY, ALONG SAID REVERSE CURVE TO E LEFT WHICH HAS A CHORD THAT BEARS SOUTH 61 DEGREES 25 MINUTES 33 SECONDS EAST
FOR 50.44 FEET, A CENTRAL ANGLE OF 11 DEGREE 07 MINUTES 59 SECONDS AND A RADIUS OF 260.00 FEET, FOR AN ARC DISTANCE OF 50.52
FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PE11TT-RPLS 4087" FOUND FOR THE END OF SAID CURVE;
SOUTH 66 DEGREES 59 MINUTES 33 SECONDS EAST, A DISTANCE OF 38.23 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'PETITT-RPLS 4087"
FOUND FOR CORNER,
NORTH 68 DEGREES 00 MINUTES 27 SECONDS EAS , A DISTANCE OF 28.28 FEET TO THE POINT OF BEGINNING AND CONTAINING 140,384 SQUARE
FEET, OR 3.223 ACRES OF LAND, MORE OR LESS.
LCT L
5,�
�t
inch = 100 feet
��.�.+►� �.���;�'i alai..
THAT, LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD, A TEXAS UMM PARTNERSHIP, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED
OFFICER, DOES HEREBY ADOPT THIS PLAT DF°SIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS ARTESIA PHASE 4A, AN ADDITION TO DENTON COUNTY,
TEXAS, AND DOES HEREBY DEDICATE TO DENTON COUNTY FRESH WATER _SUPPLY DISTRICT NO. 10 (THE DISTRICT), IN FEE SIMPLE, THE STREETS AND PUBLIC
USE AREAS SHOWN HEREON, AND DOES HEREBY DEDICATE THE EASEMENTS SHOWN HEREON FOR THE PURPOSES INDICATED TO THE. EXCLUSIVE USE FOREVER OF
DISTRICT 10, SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT AS SHOWN' HEREIN. NO BUILDINGS, FENCES, TREES;
t SHRUBS OR R � OTHER IMPROVEMENTS H VE S SHALL BE CONSTRUCTED OR P P LACED UPON, OVER OR AC TH VE ROBS E EASEMENTS ON SAID PLAT. AT I THE DISCRETION THE E
DISTRICT AND SUBJECT TO IT'S WRITTEN APPROVAL, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC
UTILITIES DE
SIRING ESIRING TO USE t Tv. THE SAME UNLES,. THE EASEMENT I E ME LIMITS THE USE T A PARTICULAR
v P R LAR UTILITY OR UTILITIES, SAID USE I3'1 PUBIC UTILITIES BEING
SUBORDINATE TO THE DISTRICT USE THEREOF. ANY PUBLIC UTILITY GIVEN THE RIGHT BY THE DISTRICT TO USE SAID EASEMENTS SHALL 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, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENTS. ANY PUBLIC UTILITY SHALL
AT ALL TIMES
E HAVE THE
RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING,
RECONSTRUCTING, INSPECTING, PATROLLING; MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT
ANY TIME PROCURING THE PERMISSION OF ANYONE. I DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND DEFEND ALL AND
SINGULAR THE ABOVE DESCRIBED STREETS, 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. THIS
PLAT APPROVED SUBJECT TO ALL THE PLATTING ORDINANCES, RULES AND REGULATIONS OF DENTON COUNTY, TEXAS.
WITNESS MY HAND THIS DAY OF 2012-
1 ENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD.
A TEXAS LIMITED PARTNERSHIP
LENNAR TEXAS HOLDING COMPANY,
A TEXAS CORPORATION,
ITS GENERAL PARTNER
JACK DAWSON. VICE PRESbEfff OF LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD.
STATE OF TEXAS 'I §
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED JACK DAWSON, VICE
PRESIDENT OF LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., 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.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF 2012.
MY COMMISSION EXPIRES. R
LAURA L. SALGADO r
,Shy Commission Expires
January 18, 2013
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
THAT 1, BRIAN R. WADE, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED AND THE FIELD NOTES MADE A
PART HEREOF FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN HEREON WERE FOUND OR PROPERLY
PLACED UNDER MY PER:;Z SUPERVISION IN ACCORDAN E WITH THE SUBDIVISION REGULATIONS OF THE TOWN OF LITTLE ELM, TEXAS,
DATED THIS THE DAY OF 2012.
BRI AD
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6098
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC 1N AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED BRIAN R. WADE,
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME
IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF L f€d 2012,
,
. t114YtIt,((r
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS. ,w�7P��`, JESSICA LEESB0007A G01,517,W17
`= Notary Public, State of Texas
`< = MY Commission Expires ( 495233 A0962A NEATHERLY, TR 6E, 3.223AC(DCFWSD#10)(SEE 495236 FOR CO & SCH)/ALL
December 05, 2015
MY COMMISSION EXPIRES: u� ` c5 &
495236 A0962A NEATHERLY, TR 6E, 3.223 AC (CO & SCH) (SEE 495233 DCFWSD # 10)/ALL
ELECTRIC & GAS COMPANY:
COSERV ;'` DATE
TELEPHONE COMPANY:
r
f
y
AT&T DATE
DENTON !
SUPPLY DISTRICT NO. 10
CONTACT:•"r
*BRIAR HOLLOW LANE, SUITE 245
HOUSTON,f
PHONE•. r
iWNER: LENNAR HOMES OF
LAND AND CONSTRUCTION,!
CONTACT:A TEXAS LIMITED PARTNERSHIP
DAWSON,r
HOMESLENNAR OF
r
IRVING, TEXAS fw
REVIEWED AND APPROVED ON ,
2012.
�6%1 x g-'r,
p J
/ t-' rcV-
tV ro gs Qz✓'f2r r
DENTON COUNTY FRESH WATER SUPPLY -DISTRICT
NO. 10
fr z
,.
y
REVIEWED ANDAPPROVED
ON
e2012`
COUNTY JUDGE, DENTON Ci TY, "TEXAS
FINAL PLAT
ARTESIA
3.223 .ACRES
15 RESIDENTIAL LOTS
SITUATED IN THE
LOUISA NETIIERLY SURVEY, ABSTRACT NO. 962
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO, 1
DENTON COUNTY, TE -AS
300 Municipal Drive Tel. No. (214) 221-9955
Richardson, Texas 75080 Fax No. (214) 340-3550
DATE: JULY 2011 SCALE: 1 "=60'
JOB NO1 a 033-3A
RECORDING BLOC
N
.._„H E E -1,-1 _.01- I
0
M