SB0017ACALLED 10000 ACRES
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D0C, NO. 2009-144801
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TRACT IV
CALLED 124.888 ACRES N76*02*01
57.26
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TEXAS STATE PLANE COORDINATESNORTH CENTRAL ZONE 4202 D)
_
LIJ
| \�28 IS8 (2
BLUE STAR ALLEN LAND, L.P.
--� DOC NO. 2011-50030
| ca - � |�o ' ~ R.P.R.D.C.T
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CURVE
TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD
CHORD DIRECTION
U.E
UTILITY EASEMENT
BL
BUILDING SETBACK LINE
5/8"CIRF
5/8-INCH IRON ROD W/CAP MARKED
1/2"IRF
1/2-INCH IRON ROD WITH CAP MARKED
"1994" FOUND
P. 0. B.
POINT OF BEGINNING
0
DESIGNATES SUBDIVISION BLOCK
R.P.R.D.C.T,
REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
DENTON COUNTY, TEXAS
W. M. E.
WALL MAINTENANCE EASEMENT
Artesia Phase 24
10
5817.5
11
S81O.S
fDI}[K
LOT
SQ.1FT.
12
5818.9
25
12
6708'5
13
5817.7
13
587S.5
14
5817.0
14
5607.0
13
5816.5
28
l
6321.0
16
5816.5
2
5900.9
17
5816.8
3
6031.4
18
5817.6
4
6031.4
19
6529.1
G
6030.2
lU
6684,3
6
6030.3
21
5939.2
7
6029.3
22
5939.2
O
6029.3
23
5939.2
9
6029.3
24
5939.2
lO
6029.3
25
5939.2 37
11
6345.9
26
5939.2
12
5982.8
27
5939.2
13
5983.4
28
593i2
14
5984.7
29
58413 39
15
6889.6
30
5928.3
16
5961.0 !
31
5806J
17
5961.0
32
5813.7
18
5961.0
23
5809.1
19
5836.0
34
5806.6
20
5839.4
35
5806.5
21
5847.1
36
5808.2
22
5848.0
37
5698.5
23
5849.6
38
6475.4
24
5849.6 36
1
6843.2
25
5847.5
2
5817.1
26
5845.7
3
5666.3
27
5846.2
4
5662.2
28
5844.3
S
5662.2
29
5846.8
6
5662.3
30
5787,8
7
5662.4
31
5963.1
O
5662.5
15X
41520.3
9
5667.8
29
1
6475.4
10
5662.8
I
5861.2
11
5664.6
3
6027.4
12
5657.5
4
6027.4
13
5662.8
5
6027.4
14
5668.6
6
60274
15
5598.8
7
6032.6
16
7490.7
8
5727.4
17
9888.9
9
5816.1
18
10836.4
ESMT. AT STRE_ET INTERSECTION
lvICIL
NOT TO SCALE
NOTES:
1. WATER SERVICE TDBE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10i
2. UTILITY PROVIDERS:
(1) ELECTRIC AND GAS SERVICE: C0GERV
7701 SOUTH STEWMON3
COR|NTH, TEXAS 75065
PHONE: 1-800-274-4014
(2) TELEPHONE SERVICE: AT&T
2301 R|DCENEVYDRIVE
PLANO, TEXAS 75025
PHONE: (972) 569-3084
3. SANITARY SEWER TO DE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. !
19 6865'5 4THE MAINTENANCE OFPAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT IS THE RESPONSIBILITY OF DENTON .
lO 6000.0 COUNTY FRESH WATER SUPPLY DISTRICT NO. 10. APPROVAL OF THIS PLAT BY DENTON COUNTY DOES NOT CONSTITUTE ACCEPTANCE OF SANE FOR
21 6000.0
MAINTENANCE PURPOSES BY DENTON COUNTY.
IZ 6000.0 5. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES' BUILDINGS, FQVNDAll0NB^ PLANTINGS, AND OTHER OBSTRUCTIONS TO THE
23 6000.0
OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY.
24 6000'0 6. BLOCKING THE FLOW UF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING DR OBSTRUCTING THE FLDODVVAY
|S PROHIBITED.
25 �Z93.G .
46 6960.0 7. DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR
47 6960.0 FLOODING CONDITIONS.
48 6960'8 8. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE
49 7293.8 MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES
19 6475.8
ALONG DR ACROSS THE LOTS. /
^
ZO G S].3 B. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONER'S COURT APPROVAL SHALL BE SUBJECT TO CURRENT COUNTY SUBDIVISION
21 6192.3
ROLES AND REGULATIONS.
22 6194.0 10. A DRIVEWAY CULVERT PERMIT MUST BE OBTAINED FROM THE ROAD AND BRIDGE DEPARTMENTS BY THE OWNER OF EACH LOT PRIOR TO THE
'
23 6261.5
CONSTRUCTION, INSTALLATION OR PLACEMENT OF ANY DRIVEWAY ACCESS IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OF-WAY.
24 6317'9 11. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED ^F|RW" FLDDDPLA!N AREA, AND
25 5830.1 THEN ONLY AFTER A DETAILED FL00}PLA|N 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 FLOVYDF WATER WILL RESULT; AND
�6 SyO5'� SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REOUEST, WHERE CONSTRUCTION IS
27 6186.4 PFRMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 100-YEAR FLOOD ELEVATION.
ZO G36O7 ' 12. DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS' DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS
29 6513'2 AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF PRIVATE STREETS, DR|VEB, EMERGENCY ACCESS
30 6469.2 EASEMENTS, RECREATION AREAS AND OPEN SPACES' AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY FROM ALL
CLA|MS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS
31 6483.3 PARAGRAPH.
]Z 6370.2
15 SUBJECT TRACT |3LOCATED WITHIN ZONE 'X' (UNSHADED), DEFINED AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FL0ODPLA|N.
33 6294'8 ' � ACCORDING TO FEwA FLOOD INSURANCE RATE MAPS, MAP NO. 48121CO430Q. DATED APR|L 18' 2011�
34 6236.6 35 6075'4 14. LOT CORNERS ARE 5/8-INCH IRON RODS WITH CAP MARKED "PETITT-RPL5 4087, .' SET OR AN X.. CUT SET IN CONCR[TE, UNLESS OTHERWISE NOTED.
WHEN A RETAINING MNU- OR SCREENING FENCE HAS BEEN PLACED AT THE REAR LOT CORNER, A 5/8-iNCH |RON ROD MAY BE SET FIVE FEET (5')
36 5914^0 FROM THE REAR LOT CORNER ALONG THE SIDE LOT LINE.
37 6491.2
15. LOT NUMBERS ENDING WITH AN ''X" ARE NON-RESIDENTIAL LDTS, MAINTENANCE OF .X^L0TS SHALL NOT BE THE RESPONSIBILITY OF DENTON
COUNTY FRESH WATER SUPPLY D|STR\CT#HO.
16. THE BEARINGS SHOWN AND REFERENCED HEREON ARE ACCORDING TO THE MDNQMENTED EAST RIGHT-OF-WAY LINE OF TEXONA TRA|L, ALONG MOST
SOUTHERLY WEST LINE OF SUBJECT PROPERTY (ND8`33'34~E).
17. THIS PROPERTY IS LOCATED YV|TM|N THE CITY OF PRO3PER'3 ETJ.
�� ^ '�
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FINAL � PLAT
�`�l�����
��l�������� PHASE
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22.420 ACRES
120 RESIDENTIAL LOTS
1 NON-RESIDENTIAL LOT
SITUATED IN THE
LDTDSA NETHERLY SURVEY, ABSTRACT NO. 962
DENTON COUNTY FRESH 0AIER DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10
SUPPLY DISTRICT NO. 10 DENTON COUNTY, TEXAS
CONTACT: CLAY E. CRANFOFD
19 BRIAR HOLLOW LANE, SUITE 245 P B
LAND AND CONSTRUCTION, LTD TBPLS FIRM REGISTRATION NO, 101068 0
A TEXAS LIMITED PARTNERSHIP 1651 Glenville Drive, Suite 208 Tel. No. (214) 221-9955
Richardson, Texas 75081 Fox No. (214) 340-3550
LENNAR HOMES OF TEXAS L & C, LTD. DATE: JANUARY 2015 SCALE: 1"=100'
SHEET 1 OF 2
OWNER: LENNAR HOMES OF TEXAS TBPE FIRM REGISTRATION NO. 1488
�
STATE OF TEXAS
COUNTY OF DENTON
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
TEXAS,WHEREAS LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. IS THE OWNER OF THE TRACT OF LAND SITUATED IN THE LOUISA NETHERLY SURVEY, ABSTRACT NO. 962, IN DENTON
aTRACT4. i 22.420 ACRE TRACT i LAND
i DESCRIBED
M AS
TRACT THREE i ` LENNAR
HOMES TEXAS LAND
AND
CONSTRUCTION,
RECORDED
. ORiD AS iw REAL . a . PROP «. 1RECORDS TEXAS AND BEING }PART • . ! ACRE TRACTOF ' i DESCRIBED
A DEED TO CENTEX HOMES, RECORDED AS DOCUMENT NO. 2005-8922 OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS
COMMENCING AT A 1/2-INCH «O'. ROD NTH CAP MARKED NORTHEAST
aYy CORNER 1I SAID 292.676 !' TRACT,
a SOUTHEAST 1Iw • OF a CALLED 00
.00
ACRE TRACT OF
LAND DESCRIBED IN A DEED TOO # RECORDED • ! it • ! • RECORDS
OF A CALLED ACRE DESCRIBED > i # PROSPER PARTNERS, P RECORDED AS i • • * • a ' OF SAID A. PROPERTY RECORDS;
THENCE SOUTH 01 DEGREE 06 MINUTES 38 SECONDS WEST, ALONG THE COMMON BOUNDARY BETWEEN SAID 292.676 ACRE TRACT AND SAID 105.734 ACRE TRACT, A DISTANCE OF
1,369.38 FEET TO A 5/8-INCH
«O ROD WITH
y. MARKED
i «• a087" FOUND FOR THE POINT .. BEGINNING,F. BEGINNING POINT BEING THE NORTHEASTCORNER O.. SAID
CALLED 22.420 ACRE TRACT;
THENCE SOUTH 01 DEGREE 06 MINUTES 38 SECONDS WEST, CONTINUING ALONG THE COMMON BOUNDARY BETWEEN SAID 22-420 ACRE TRACT AND SAID 105.734 ACRE TRACT, A DISTANCE
OF 800.00 s +, ADDITION WITH wi yIV MARKED
w ..f ! a• 4087-
FOUND FOR THE MOST EASTERLY SOUTHEAST CORNER OF SAID 2-2.420
ACRE
TRACT AND NOR
i
CORNER OF
ARTESIA PHASE
t AN
DENTON! ACCORDING TO THE
PLAT
L RECORDED
4f DOCUMENT SAID
REAL PROPERTY
! i Y, RECORDS;
THENCE ALONG A THE NORTHERLY BOUNDARY OF SAID ARTESIA PHASE 4C, THE FOLLOWING:
NORTH
SS
DEGREES 53
MINUTES 22
SECONDS WEST,
A
DISTANCE
OF 120.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER;
SOUTH
79
DEGREES 48
MINUTES 03
SECONDS WEST,
A
DISTANCE
OF 50.99 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
88
DEGREES 53
MINUTES 22
SECONDS WEST,
A
DISTANCE
OF 45.41 FEET TO
A5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
89
DEGREES 07
MINUTES 59
SECONDS WEST,
A
DISTANCE
OF 41.80 FEET TO
A 5/8--INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 407"
FOUND
FOR
CORNER;
SOUTH
85
DEGREES 10
MINUTES 59
SECONDS WEST,
A
DISTANCE
OF 56.22 FEET TO
A 5/8--INCH
IRON
ROD
WITH
CAP
MARKED
' PETITT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
76
DEGREES 49
MINUTES 32
SECONDS WEST,
A
DISTANCE
OF 56.00 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
68
DEGREES 29
MINUTES 03
SECONDS WEST,
A
DISTANCE
OF 56.00 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PET1TT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
60
DEGREES 31
MINUTES 17
SECONDS WEST,
A
DISTANCE
OF 50.94 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
56
DEGREES 37
MINUTES 54
SECONDS WEST,
A
DISTANCE
OF 40.02 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT--RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
58
DEGREES 45
MINUTES 47
SECONDS WEST,
A
DISTANCE
OF 44.69 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT--RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
59
DEGREES 04
MINUTES 21
SECONDS WEST,
A
DISTANCE
OF 38.89 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
61
DEGREES 27
MINUTES 53
SECONDS WEST,
A
DISTANCE
OF 38.86 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETTTT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
63
DEGREES 50
MINUTES 35
SECONDS WEST,
A
DISTANCE
OF 77.71 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETTTT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
72
DEGREES 15
MINUTES 06
SECONDS WEST,
A
DISTANCE
OF 116.42 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PE11TT--RPLS 4087" FOUND
FOR
CORNER;
SOUTH
78
DEGREES 00
MINUTES 20
SECONDS WEST,
A
DISTANCE
OF 38.76 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT--RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
79
DEGREES 32
MINUTES 36
SECONDS WEST,
A
DISTANCE
OF 38.70 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT--RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
79
DEGREES 33
MINUTES 42
SECONDS WEST,
A
DISTANCE
OF 38.73 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
81
DEGREES 06
MINUTES 45
SECONDS WEST,
A
DISTANCE
OF 38.83 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT--RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
84
DEGREES 42
MINUTES 03
SECONDS WEST,
A
DISTANCE
OF 38.87 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
87
DEGREES 47
MINUTES 18
SECONDS WEST„
A
DISTANCE
OF 38.91 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PE11TT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
88
DEGREES 35
MINUTES 11
SECONDS WEST,
A
DISTANCE
OF 41.64 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
89
DEGREES 29
MINUTES 21
SECONDS WEST,
A
DISTANCE
OF 42.02 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETTTT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
89
DEGREES 07
MINUTES 15
SECONDS WEST,
A
DISTANCE
OF 45.81 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
87
DEGREES 27
MINUTES 06
SECONDS WEST,
A
DISTANCE
OF 4.05 FEET TO A 5/8--INCH IRON
ROD WITH CAP MARKED "PET1TT-RPLS 4087" FOUND FOR THE SOUTHEAST
CORNER OF ARTESIA PHASE 1C, AN
ADDITION TO DENTON COUNTY, ACCORDING TO THE PLAT FILED OF
RECORD
IN
CABINET
X, PAGE 177 OF SAID REAL
PROPERTY RECORDS;
THENCE ALONG THE EASTERLY BOUNDARY OF SAID PHASE
1C, THE FOLLOWING:
NORTH
00
DEGREES 33
MINUTES 34
SECONDS EAST,
A
DISTANCE
OF 650.23 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PE1ITT-RPLS 4087"
FOUND FOR CORNER;
SOUTH
89
DEGREES 26
MINUTES 26
SECONDS EAST,
A
DISTANCE
OF 6.28 FEET TO A 5/8-INCH IRON
ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE BEGINNING OF A
TANGENT CURVE TO THE LEFT;
EASTERLY,
ALONG SAID
TANGENT CURVE TO THE LEFT
WHICH HAS A CHORD THAT BEARS SOUTH
89 DEGREES
36
MINUTES
30 SECONDS EAST FOR 3.66
FEET, A
CENTRAL ANGLE OF
00 DEGREES 20 MINUTES 08 SECONDS AND A RADIUS
OF 625.00
FEET, FOR AN ARC DISTANCE OF 3.66 FEET TO
A 5/8-INCH
IRON ROD WITH CAP MARKED
"PETITT-RPLS 4087„
FOUND
FOR THE END OF SAID CURVE;
NORTH
00
DEGREES 13
MINUTES 26
SECONDS EAST,
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;
WESTERLY,
ALONG SAID
NON -TANGENT
CURVE TO THE
RIGHT WHICH HAS A CHORD THAT BEARS NORTH
89 DEGREES
36
MINUTES 30 SECONDS WEST
FOR 3.37 FEET, A CENTRAL
ANGLE
OF
00 DEGREES
20 MINUTES
08 SECONDS AND
A RADIUS
OF 575.00 FEET, FOR AN ARC DISTANCE
OF
3.37 FEET TO A
5/8-INCH IRON ROD
WITH CAP MARKED "PEITTT--RPLS
4087"
FOUND FOR THE
END OF SAID CURVE,
NORTH
89
DEGREES 26
MINUTES 26
SECONDS WEST,
A
DISTANCE
OF 25.72 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PET1TT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
00
DEGREES 53
MINUTES 09
SECONDS WEST,
A
DISTANCE
OF 110.06 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR THE MOST
EASTERLY
NORTHEAST CORNER OF SAID PHASE 1C AND THE NORTHERNMOST EASTERLY
CORNER OF SAID
22.420 ACRE
TRACT;
THENCE ALONG THE NORTH
BOUNDARY
OF SAID 22.420
ACRE TRACT,
THE FOLLOWING:
SOUTH
89
DEGREES 35
MINUTES 28
SECONDS EAST,
A
DISTANCE
OF 39.57 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT--RPLS 4087"
FOUND
FOR
CORNER;
NORTH
86
DEGREES 06
MINUTES 42
SECONDS EAST,
A
DISTANCE
OF 50.01 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
78
DEGREES 50
MINUTES 52
SECONDS EAST,
A
DISTANCE
OF 67.27 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
71
DEGREES 36
MINUTES 49
SECONDS EAST,
A
DISTANCE
OF 51.30 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETTTT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
65
DEGREES 12
MINUTES 11
SECONDS EAST,
A
DISTANCE
OF 52.00 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
59
DEGREES 30
MINUTES 34
SECONDS EAST,
A
DISTANCE
OF 51.97 FEET TO
.A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
60
DEGREES 24
MINUTES 14
SECONDS EAST,
A
DISTANCE
OF 52.00 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
„'PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
63
DEGREES 01
MINUTE 23 SECONDS EAST, A DISTANCE OF 57.24 FEET TO A 5/8-INCH IRON
ROD WITH CAP MARKED "PETITT-RPLS 4087" FOUND FOR CORNER;
NORTH
65
DEGREES 46
MINUTES 06
SECONDS EAST,
A
DISTANCE
OF 57.26 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
68
DEGREES 30
MINUTES 51
SECONDS EAST,
A
DISTANCE
OF 57.26 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITI'-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
71
DEGREES 15
MINUTES 39
SECONDS EAST,
A
DISTANCE
OF 57.26 FEET TO
A 5/8--INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
73
DEGREES 59
MINUTES 40
SECONDS EAST,
A
DISTANCE
OF 57.26 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETTTT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
76
DEGREES 02
MINUTES 01
SECOND EAST, A DISTANCE OF 26.41 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS
4087" FOUND FOR CORNER;
NORTH
77
DEGREES 57
MINUTES 56
SECONDS EAST,
A
DISTANCE
OF 55.00 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
80
DEGREES 30
MINUTES 31
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
83
DEGREES 08
MINUTES 29
SECONDS EAST,
A
DISTANCE
OF 62.00 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
NORTH
85
DEGREES 58
MINUTES 20
SECONDS EAST,
A
DISTANCE
OF 55.05 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER,
NORTH
88
DEGREES 20
MINUTES 58
SECONDS EAST,
A
DISTANCE
OF 55.07 FEET TO
A 5/8-INCH
IRON
ROD
WITH
CAP
MARKED
"PETITT-RPLS 4087"
FOUND
FOR
CORNER;
SOUTH
88
DEGREES 53
MINUTES 22
SECONDS EAST,
A
DISTANCE
OF 270.09 FEET TO THE POINT
OF BEGINNING
AND CONTAINING
976,621 SQUARE FEET, OR
22.420
ACRES OF LAND,
MORE OR LESS.
THAT, LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD, A TEXAS LIMITED PARTNERSHIP, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE
HEREINABOVE DESCRIBED PROPERTY AS ARTESIA PHASE , 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 O; DISTRICT 10, SAID
DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON,
OVER OR ACROSS THE EASEMENTS ON SAID PLAT. AT THE DISCRETION OF THE DISTRICT AND SUBJECT TO IT'S WRITTEN APPROVAL, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL ;USE AND ACCOMMODATION
OF ALL PUBLIC UTILITIES DESIRING TO USE THE SAME UNLESS THE EASEMENT LIMITS THE USE TO A PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE DI=STRICT USE THEREOF.
ANY PUBLIC UTILITY GIVEN THE RIGHT BY THE DIS RiGT 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 `v'kHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMEl`1TS. ANY PUBLIC UTILITY SHALL
s S _ H c # EFROM AN UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING RECONSTRUCTING; INSPECTING, PATROLLING, MAINTAINING AND ADDING TO
AT ALL TIP,�E., HAVE THE rE RIGHT OF INGRESS AND EGRESS TO AND RO s D �J S
OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM, WITHOUT THE NECESSITY AT ANY TIME PROCURING THE PERMISSION OF ANYONE. 1 DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER
WARRANT AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, EASEMENTS AND RIGHTS JNTO THE Di1#RsC_ AGAINST
EVERY
VERY PERSON WHOMSOEVER COMES S LAWFULLY CL �A lMINGOR T~. CLAIM THE SAFE OR
F ^ • t r EXTRATERRITORIAL JURISDICTION F E TOWN FPROSPER. THI PAT APPROVED SUBJECT TO ALL THE PLATTING ORDINANCES RULES AND REGULATIONS
ANY PART THEREOF. THIS PROPERTY �S LOCATED WITHIN THE EX,RnT�..RfTORIAL ,JUR,..D#�., IIOiv O_ THE 0 0 S L ,
OF DENTON COUNTY, TEXAS.
WITNESS MY HAND THIS = DAY Or ���`�'3 � �'�>2015,
LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD,
A TEXAS LIMITED PARTNERSHIP
LENNAR TEXAS HOLDING COMPANY,
A TEXAS CORPORATION,
ITS GENERAL PARTNER
BY:
OF LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD.
a`
STATE OF TEXAS §
COUNTY Y OF DALLAS § �
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED ., . 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 MfflkAf 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 _ __, 2015.*
NOTARY( PI UBLIC IN AND FOR THE STATE OF TEXAS.
MY COMMISSION EXPIRES: - - ", ^�" 101 _ ------
-,(i ; JESSICA LEE
I l Notary Public ate of Texas
ilk} i.,ti?rY'StYit5.`'.I`J^
} Jti'Ei;tt; D eco.mber 05.: L 15 h'
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
THAT 1, JIMMIE D. NICHOLS, 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 T AT THE CORNER MONUMENTS,SHOWN HEREON WERE FOUND OR PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE DENTON COUNTY SUBDIVISION REGULATIONS.
DATED THIS THE -+_ DAY OF - *�• �� , 2015.
JIMMIE D.�NICHOLS
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184
STATE OF TEXAS
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED JIMMIE D. NICHOLS, 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 _ , 2015.
NOT Y PUBLIC IN AND FOR THE STATE OF TEXAS.
4
of TrxaS
MY COMMISSION EXPIRES: - D ec e m b P T 05, 1015 p
ELECTRIC & GAS COMPANY:
COSERV DATE _
TELEPHONE COMPANY:
DATE
DENTON a
SUPPLY DISTRICT •
CONTACT-ar
r
w af
• w •
M y
y PHONE
O f #
OWNER: OF TEXAS
CONTACT:LAND AND CONSTRUCTION, LTD
A TEXAS LIMITED PARTNERSHIP
IRVING, TEXAS LENNAR_ HOMES OF TEXAS If C, LTD.
Im
DENTON`COUNTY FRESH
COUNTY JUDGE, DENTON
ON ,0 2015.
SUPPLY DISTRICT NO 10
i 2 pgG m�� �• e� E
v
TEXASy
f
IN wriml
AN 11 8 MOW
22.420 ACRES
120 RESIDENTIAL LOTS
1 NON-RESIDENTIAL LOT
SITUATED IN THE
LOUISA NETHERLY SURVEY, ABSTRACT NO. 962
DENTON COUNTY PRESET WATER SUPPLY DISTRICT NO. 10
DENTON COUNTY, TEXAS
rrETiTT rr►
ENGINEERING PLANNING SURklEYING
TBPE FIRM
REGISTRATION
TBPLS FIRM REGISTRATION NO.•
Richardson, TexasFox No.340-3550
DATE: JANUARY 2015
JOB NO. 11 0332A
, ,.I�,
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