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10' WATER EASEMENT
BY SEPARATE INSTRU !�L
g
15' UTIUTY EASEMENT
BY SEPARATE INSTRUMENT `
• 51
D.R. HORTON-TEXAS, LTD.
(TRACT 2-CALLED 516.690 ACRES) ,
DOC. NO, 2017-139975
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SILVERADO WEST PHASE 3
DOC. NO. 2021-482
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SA0417A G01 I S021 W41
184692 A0036A J. BRIDGES, TR 109 (PT)
52425 A0036A J. BRIDGES, TR 11, 12, 17, 42 (PT)
52419 A0036A J. BRIDGES
ITR15,16(PT)
GRAPHIC SCALE -
52411 A0036A J. BRIDGES, TR 14 (PT) 100 050 100 200
VICINITY MAP
( IN FEET )
1 inch = 100 ft. N.T.S.
LEGEND
P.O.B.
POINT OF BEGINNING
CIRF
CAPPED IRON ROD FOUND
(CM)
CONTROL MONUMENT
BL
BUILDING LINE
UE
UTILITY EASEMENT
ROW
RIGHT-OF-WAY
SSE
SANITARY SEWER EASEMENT
DE
DRAINAGE EASEMENT
WME
WALL MAINTENANCE EASEMENT
'
STREET NAME CHANGE INDICATOR
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
L1
N40'00'11"W
15.50'
L24
S31'45'12"E
50.00'
L47
N0344'13'E
66.85'
L70
N84'4Y48"E
65.74,
L2
S49'59'49"W
50.00
L25
S1726'58"E
50.00'
L48
S4932'36"W
24.96'
L71
N51'S0'52"E
65.28'
L3
S40'00'11"E
14.88'
L.26
N0813'45'W
10.68'
L49
N4932'36"E
22.73'
L72
N54'00'41"E
55.21'
L4
S40'00'46E
109.46'
L27
N5022'52"E
50.00'
L50
S88'45'23"E
51.77'
L73
N5636'17"E
55.21'
L5
S40'00'11'E
52.34'
L28
N39'3Y08"W
74.02'
L51
N49'32'36"E
21.02'
L74
N5911'53"E
55.21'
L6
S39'59'29'E
99.96'
L29
N50'22'52"E
60.00'
L52
Nl T46'02'W
22.90'
L75
N61'47'28"E
55.21'
L7
S40'00'11"E
14.56'
L30
N49'18'50'E
56.81'
L.53
S59 46'46"E
37.76'
L76
N6423'04"E
55.21'
L.8
SO4'28'31'E
50.00'
L31
N46'40'11"E
57.30'
L54
N50'S5'26"E
64.32'
L77
N66'S040"E
55.21'
L9
SO4'44'52E
50.00'
L32
N44WO1"E
57.30'
L.55
N5311'47"E
54.66'
L78
N69'34'15'E `
55.21'
L10
N87'4326'E
49.64'
L33
N41*19'52'E
57.30'
L56
N55'1T04"E
54.66'
L79
N72109'51'E
55.21'
L11
S89'43'12'E
54'SO'
L34
N3839'43"E
57.30'
L57
N5722'21'E
54.66'
LBO
N74'4527"E
55.21'
L12
S88'45'23"E
60.00'
L35
N35'59'33"E
57.30'
L58
N59'27'38E
54.66'
L81
N77'21.03-E
55.21'
L13
N88'45'23"W
15.50'
L36
N33'IW24"E
57.30'
L59
N61'32'55"E
54.66'
L.82
N79'56'38'E
55.21'
L14
S01'14'37"W
50.00'
L37
N30'39'14"E
57.30'
L.60
N6338'12"E
54.66'
L83
N8232'14"E
55.21'
L15
S66'45'23"E
15.50'
L38
N2759'05"E
57.30'
L61
N65'4329"E
54.66'
L84
N85.07'50"E
55.21'
L16
N88'45'23"W
60.00'
L.39
N2518'55"E
57.30'
L62
N67'48'46"E
54.66'
L85
N51'43'25"E
66.99'
L17
S89'57'24"W
55.81'
L40
N2236'46"E
57.30'
L63
N6954'03"E
54.66'
L86
N5529'30"E
56.62'
L18
S8633'31'W
56.62'
L41
N19'58'36"E
57.30'
L64
N71'59'20'E
54.66'
L87
N58'56'37"E
56.62'
L19
S83VW24`W
56.62'
L42
N17'18'27'E
57.30'
L 65
N7404'37'E
54.66'
L.88
N622343"E
56.62'
L20
S79391•7"W
,
56.62
L43
• w
N743818 E
•
57.30
L86
r w
N76'09 54 E
.
54.86
L89
. r
N65S0 '50 E
,
56.62
L2t
• r
S761210 W
'
56.62
L44
`58 • w
NN 08 E
•
57.30
L67
w
N781511r E
•
54.66
L90
r •
N84"55 55 W
,
14.27
L22
S7245'04"W
56.62'
L45
N091759"E
57.30'
L OS
N8020'28"E
54.66'
123
S69'17'57"W
56.62'
L46
N06'37'49'E
57.30'
L 69
N8225'45"E
54.86'
LOT
AREA TABLE
LOT AREA TABLE
LOT AREA TABLE
LOT AREA TABLE
LOT AREA TABLE
LOT AREA TABLE
LOT AREA TABLE
LOT AREA TABLE
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
CC-1
7,296
0.167
CC-34
61039
0.139
DD-29
6,036
0.139
JJ-21
7.396
0.170
KK-27
6,532
0.150
RR-14
5,796
0.133
X-14
5,750
0.132
Z-7
6.416
0.147
CC-2
6,358
0.146
CC-35
7.144
0.164
DD-30
6,036
0.139
JJ-22
6,765
0.155
KK-28
6,189
0.142
RR-15
7.590
0.174
X-15
5,750
0.132
Z-8
6,416
0.147
CC-3
6.354
0.146
DD-1
7,170
0.165
OD-31
6,036
0.139
JJ-23
6,749
0.155
KK-29
5,935
0.136
W-16
8,561
0.197
X-16
5,750
0.132
Z-9
6,416
0.147
CC-4
6,350
0.146
DD-2
6,207
0.143
DD-32
6,036
0.139
JJ-24
7,591
0.174
KK-30
5.767
0.132
W-17
5.980
0.137
X-17
13,292
0.305
Z-10
6.416
0.147
CC-5
6.345
0.146
DID-3
6,207
0.142
DD-33
6,036
0.139
KK-1
7,032
0.161
KK-31
6,778
0.156
W-18
51980
0.137
X-18
11,528
0.265
Z-11
6,416
0.147
CC-6
6,341
0.146
DD-4
6,207
0.142
DD-34
6,036
0.139
KK-2
5,952
0.137
LL-20
7.319
0.168
W-19
5.980
0.137
X-19
5,958
0.137
Z-12
6,417
0.147
CC-7
6,336
0.145
DD-5
6,207
0.142
DD-35
7,082
0.163
KK-3
6,041
0.139
LL-21
6,226
0.143
W-20
5,980
0.137
X-20
5,958
0.137
Z-13
6,370
0.146
CC-8
6,332
0.145
DD-6
6.207
0.142
11-10
6,900
0.158
KK-4
6,219
0.143
LL-22
6.225
0.143
W-21
51980
0.137
X-21X
91,792
2.107
Z-14
6.900
0.158
CC-9
6,327
0.145
DD-7
6,207
0.142
11-11
6,374
0.146
KK-5
6,502
0.149
LL-23
6.225
0.143
W-22
5,980
0.137
Y-1
7.614
0.175
Z-23
6.098
0.140
CC-10
6,322
0.145
DD-8
6,207
0.142
U-12
7,109
0.163
KK-6
6,893
0.158
LL-24
6,225
0.143
W-23
5.980
0.137
Y-2
5,830
0.134
Z-24
6,098
0.140
CC-11
6.318
0.145
DD-9
6.207
0.142
11-13
8,137
0.187
KK-7
7,400
0.170
LL-25
6,225
0.143
W-24
5,980
0.137
Y-3
5,830
0.134
Z-25
61098
0.140
CC-12
6.313
0.148
DD-10
6,207
0.142
11-14
10,032
0.230
KK-8
8,033
0.184
LL-26
6,225
0.143
W-25
5,980
0.137
Y-4
5,830
0.134
Z-26
6,098
0.140
CC-13
6,308
0.145
DD-11
6,207
0.142
11-15
9.495
0.218
KK-9
8,791
0,202
LL-27
6,226
0.143
W-26
5.980
0.137
Y-5
51630
0.134
Z-27
7,191
0.165
CC-14
6,303
0.145
DD-12
6.207
0.142
11-16
7,536
0.173
KK-10
9,682
0,222
LL-28
6,226
0.143
W-27
5.980
0.137
Y-6
5,830
0.134
CC-15
6,298
0.145
DD-13
6.207
0.142
U-17
8.042
0.185
KK-11
10,717
0.246
LL-29
6,227
0.143
W-28
5,980
0.137
Y-7
5,830
0.134
CC-19
6.900
0.158
DD-14
6.207
0.142
JJ-1
7.605
0.175
KK-12
7,701
0.177
LL-30
6,226
0.143
W-29
5.980
0.137
Y-8
5,830
0.134
CC-20
6,012
0.138
DD-15
6.207
0.142
JJ-2
6,792
0.156
KK-13
6,266
0.144
LL-31
6.226
0.143
W-30
8.091
0.186
Y-9
5,830
0.134
CC-21
6,039
0.139
DD-16
6,207
0.142
JJ-3
8,644
0.198
KK-14
6,742
0.155
LL-32
6,225
0.143
X-1
6,900
0.158
Y-10
51830
0.134
CC-22
61039
0.139
DD-17
6,207
0.143
JJ-4
%886
0.204
KK-15
8,398
0.193
LL-33
6.225
0.143
X-2
5,750
0.132
Y-11
51830
0,134
CC-23
6.039
0.139
DD-18
7,256
0.167
JJ-5
6,990
0.160
KK-16
6,668
0.153
LL-34
6.225
0.143
X-3
5,750
0.132
Y-12
5.830
0.134
CC-24
6.039
0.139
DD-19
7,145
0.164
JJ-6
6,212
0.143
KK-17
5,967
0.137
LL-35
6.225
0.143
X-4
5.750
0.132
Y-13
51830
0.134
CC-25
6,039
0.139
DD-20
6,036
0.139
JJ-12
10,517
0.241
KK-18
5.967
0.137
LL-36
6.225
0.143
X-5
5.750
0.132
Y-14
5,830
0.134
CC-26
6,039
0.139
DD-21
6,036
0.139
11-13
6,525
0.150
KK-19
9,974
0.229
LL-37
6,226
0.143
X-6
5,750
0.132
Y-15
7.614
0.175
CC-27
6,039
0.139
DD-22
6,036
0.139
JJ-14
6,285
0.144
_KK-20
10,084
0.231
LL-38
6,226
0.143
X-7
5.750
0.132
Y-16X
79,152
1.817
CC-28
6.039
0.139
DD-23
6,036
0.139
JJ-15
8,656
0.199
KK-21
10.8m
0,249
LL-39
6,198
0,142
X-8
5,750
0.132
Z-1
7,321
0.168
CC-29
61039
0.139
DD-24
6,036
0.139
JJ-16
81193
0.188
KK-22
9.627
0.221
LL-40
6,900
0.158
X-9
5.750
0.132
Z-2
6.416
0.147
CC-30
61039
0.139
DD-25
6,036
0.139
JJ-17
6,020
0.135
KK-23
81808
0,202
RR-10
5,796
0.133
X-10
5,750
0.132
Z-3
6,415
0.147
CC-31
6,039
0.139
DD-26
6.036
0.139
JJ-18
6,049
0.139
KK-24
8.097
0.186
RR-11
5,796
0.133
X-11
5,750
0.132
Z-4
6.415
0.147
CC-3.2
6,039
0.139
DD-27
6,036
0.139
11-19
6,676
0.153
KK-25
7,486
0.172
RR-12
5,891
0.135
X-12
5.750
0.132
Z=5
6,415
0.147
CC-33
6,039
0.139
DD-28
6,036
0.139
W-20
7,059
0.162
KK-26
6,964
0.160
RR-13
5.796
0.133
X-13
5.750
0.132
Z-6
6,415
0.147
f
■
10'XW SIDEWALK & VISIBILITY
ESMT. AT STREET INTERSECTION
NOT TO SCALE
LOT
10'X10'
LOT SIDEWALK &
VISIBILITY
ESMT.
o (TYP.)
Li
w
cn 10'
o
10'X10'
SIDEWALK &
VISIBILITY LOT
ESMT.
(TYP.)
LOT STREET
D.R. HORTON-TEXAS, LTD
4306 Miller Rood, Suite A
Rowlett, Texas 75088
Email: dbooth0drhorton.co'm
.BI PARTNERS, INC.
2121 Midway Rd, Suite #300
Carrollton, TX 75006
Engineer: Bret Blankenship
Email: bblankenship®jbiportners.com
TBPE No. F-438 TBPLS No. 10076000
CURVE TABLE
NO.
LENGTH
I DELTA
RADIUS
TANGENT
CHORD BEARING
CHORD
C1
115.22'
00443'56'
1395.00'
57.64'
SO425'36"W
115.19,
C2
128.61'
03244'58'
225.00'
66.11'
S23'3742E
126.86'
C3
15.52'
000-32*02"
1665.00'
7.76'
S85'47'30"W
15.52'
C4
14.88'
000'31'41"
1615.00'
7.44'
N85'4T19'E
14.88'
C5
15.79'
00039'11"
1385.00'
7.89'
S85'3e44"W
15.78'
C6
35.96'
001 *32*36"
1335.00'
17.98'
N86'01'27'E
35.96'
C7
134.29'
009*19'35"
825.00'
67.29'
S62'54'36'W
134.14'
C8
121.05'
006'50'00"
1015.00'
60.60'
N69*W02*E
120.98'
C9
121.52'
008*42*12'
800.00'
60.88'
S5353'42'W
121.41'
C10
102.04'
02323'13'
250.00'
51.74'
S61'14'12"W
101.34'
C11
6.56'
00022'47"
990.00'
3.28'
N7244'25"E
6.56'
C12
786.03'
04142'01"
1080.00'
411.34'
S7023'36"W
768.80'
C13
847.61'
035'42'33"
1360.00'
438.08'
S6723'52"W
833.96'
C14
1029.91'
03558'53"
1640.00'
532.57'
S67'32'02'W
1013.07'
C15
114.48'
026'14'09"
250.00'
58.26'
N26'S3'06"W
113.48'
C16
132.90'
02522'56"
300.00'
67.56'
N52 41'39"W
131.82'
C17
194.65'
03710'31"
300.00'
100.89'
N58'35'26"W
191.25'
C18
1155.00'
04818'15"
1370.00'
614.3Y
N2613'44"E
1121.10'
FINAL PLAT
SILVERADO WEST
PHASE
BLOCK CC, LOTS 1-15, 19-35; BLOCK DD, LOTS 1-35;
BLOCK II, LOTS 10-17; BLOCK JJ, LOTS 1-6 & 12-24;
BLOCK KK, LOTS 1-31; BLOCK LL, 20-40; BLOCK RR,
LOTS 10-15; BLOCK W, LOTS 16-30 BLOCK X. LOTS
1-20 & 21 X; BLOCK Y. LOTS 1--15 & 16X; BLOCK Z,
LOTS 1-14 & 23-27
221 TOTAL RESIDENTIAL LOTS
2 OPEN SPACES
46.317 ACRES OUT OF THE
JAMES BRIDGES JR. SURVEY, ABSTRACT NO. 36
THE LAKES FRESH WATER SUPPLY DISTRICT
CITY OF AUBREY ETJ, DENTON COUNTY, TEXAS
OWNER/DEVELOPE
(214) 607-42,
(817) 928-6139 F/
SURVEYOR/ENGINEI
(972)248-76
(214) 248-1414 F
A&
lowil ` �. }���.:; .' i'I 36 .j fl., ... ..', r ..�:, >,�
}
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
L1
N40W11"W
15.50'
L24
S31'45'12"E
50.00'
L47
N0344131
66.85'
L70
N8443'48'E
65.74'
L2
• r
S49'59 49 W
r
50.00
L25
r w
S17'26 58 E
•
50.00
L48
r r
S49'32 36 W
24.96
L71
• r
N51S0 '52 E
65.28•
L3
S40.00'11"E
14.88'
L26
NOS'13'45"W
10.68'
L49
N4912'36'E
22.73'
L72
N54,00'41"E
55.21'
L4
S40'00'46'E
109.46'
L27
N50'22'52"E
50.00'
L50
SB8'45'23"E
51.77'
L73
N56-36-17-E
55.21'
L5
S40'00'11"E
52.34'
L28
N3937'08"W
74.02'
L51
N49'32'36"E
21.02'
L74
N59'11'53"E
55.21,
L6
S39'59'29"E
99.96'
L29
N50'22'52"E
60.00'
L52
N1346'02"W
22.90'
L75
N61-4T28"E
55.21'
L7
•"
S40'0011 E
'
14.56
L30
r r
N49'18 50 E
•
56.81
L53
r w
S5948 46 E
•
37.76
L76
r w
N6473 04 E
55.21
L8
SO47W31"E
50.00'
L31
N46'40'11"E
57.30'
L54
N50'55'26"E
64.32'
L77
N66'5W40"E
55.21'
L9
SO4'44'52"E
50.00'
L32
N44'00'01"E
57.30'
L55
N53'11'47'E
54.66'
L78
N6934'15"E
55.21'
L10
N87'43'26"E
49.64'
L33
N41'19'52'E
57.30'
L56
N5597'04'E
54.66'
L79
N72'09'51"E
55.21'
L11
S89'43'12"E
54.60'
L34
N38'39'43"E
57.30'
L57
N57'22'21'E
54.66'
L.80
N7445'27E
55.21'
L12
S88'45'23E
60.00'
L35
N35'59'33"E
57.30'
L58
N59'27'38"E
54.66'
L81
N77'21'03"E
55.21'
L13
NSW45'23"W
15.50'
L36
N3399'24"E
57.30'
L59
N61'32'55"E
'54.66'
L82
N79-56-38"E
55.21'
L14
S01'1437"W
50.00'
L37
N30'39'14"E
57.30'
L60
N63.38'12"E
54.66'
L83
N82'32'14"E
55.21'
L15
S88'45'23"E
15.50'
L38
N27'59'05"E
57.30'
L61
N65 43'29"E
54.66'
L84
N85'07'50"E
55.21'
L16
N8845'23W
60.00'
L39
N25'18'55"E
57.30'
L62
N67'48'46" E
54.66'
L85
N51-43.25-E
66.99'
L17
S89'5T24"W
55.81'
L40
N22'38'46"E
57.30'
L63
N69'54'03"E
54.66'
L86
N55'29'30"E
56.62'
L18
SBB'33'31"W
56.62'
L41
N19'58'36"E
57.30'
L64
N71'5W20"E
54.66'
L87
N58-56.37"E
56.62'
U 9
r r
S83'06 24 W
•
56.62
L42
r r
N17'18 27 E
•
57.30
L65
r
N74'04 37"E
•
54.66
L88
'23 r w
N6243 E
56.62•
L20
S79'39'17"W
56.62'
L43
N1438'18'E
57.30'
L66
N76'09'54"E
54.66'
L89
N65'S0'50"E
56.62,
L21
S76'12'10"W
56.62'
L44
N11'58'08"E
57.30'
L67
N78'15'11"E
54.66'
L90
N8455'55"W
14.2T
L22
S72"45'04"W
56.62'
L45
NO9'1T59"E
57.30'
L68
N80'20'28"E
54.66'
L23
S69'17'57"W
56.62'
L46
N06'37'49"E
I 57.30'
L69
N82.25-WE
54.66'
CURVE TABLE
NO. I
LENGTH I
DELTA
RADIUS
TANGENT
CHORD BEARING
CHORD
C1 1
115.22'
00443'56"
1395.00'
57.64'
S0425'36"W
115.19'
C2
128.61' 1
032-44'58"
225.00'
66.11'
S2337'42"E
126.86'
C3
15.52'
000'32'02"
1665.00'
7.76'
S8547'30"W
15.52'
C4
14.88'
000'31'41"
1615.00'
7.44'
N85'4T19"E
14.88'
C5
15.79'
000'39'11"
1385.00'
7.89'
SBW34'44"W
15.78'
C6
35.96'
001'32'36"
1335.00'
17.98'
N86'01'27"E
35.96'
C7
134.29'
009*19*35'
825.00'
67.29'
S62'54'36"W
134.14'
C8
121,05
006WOO"
1015.00'
60.60'
N69'08'02"E
120.98'
C9
121.52'
008'42'12"
800.00'
60.88'
S53'53'42"W
121.41'
C10
102.04'
023'23'13"
250.00'
51.74'
S61'14'12"W
101.34'
C11
6.56'
00072'47"
990.00'
3.28'
N72'44'25"E
6.56'
C12
786.03'
041'42'01'
1080.00'
411.34'
S70'23'36"W
768.80'
C13
847.61'
035'42'33"
1360.00'
438.08'
S67'23'52"W
833.96'
C14
1029.91'
035'58'53"
1640.00' .
532.57'
S6732'02"W
1013.0T
C15
114.48'
0261409
250.00'
58.26'
N26'S3'08"W
113.48'
C16
132.90'
025'22'56"
300.00'
67.56'
N52-41.39-W
131.82'
C17
194.65'
031-10'31
300.00'
100.89,
N58'3526•W
191.25'
C18
1155.00'
048'18'15"
1370.00'
614.33'
N26-13'44"E
1 1121.10'
LEGEND urm-
P.O.B. POINT OF BEGINNING SI E
CIRF CAPPED IRON ROD FOUND rz 4 RD
er 5�1EASEMENT UMENT (CM) CONTROL MONUMENT 2'
BL BUILDING LINE Tr AVERuac LN.
UE UTILITY EASEMENT s
X,7 \ 15' UTIUTY EASEMENT ROW RIGHT-OF-WAY
BY SEPARATE INSTRUMENT SSE SANITARY SEWER EASEMENT "� &
DE DRAINAGE EASEMENT
S88.50'k7„ - - - - - - - - - WME WALL MAINTENANCE EASEMENT
165.02 - - - - STREET NAME CHANGE INDICATOR
\\ GRAPHIC SCALE Nwr j
I �!
J uO1i 20 I `p
115.17' j 100 D 50 100 200
oN85102'23-Wi - i VICINITY MAP
vs°• " 21 I S88.50'27"E \
11. i 214.41' \ ( IN FEET) N.T.S.
'
N•38'�7"68.41W ' , .36 7.02 \ \ \
' 54.62 74s 44 \ i inch = 100 ft.
! • "1J \
,N80y3s0.W ! Ct17 ^V) '^NW�
M u^p 23 ! '.� 1 1 N � N 15 qy . �1i \ \ \
c�' a ?
•.gym li5. 3' t P �L 2 `" `+ `^14
° ^ O \\
NhN774g'33"W - 726'1.
24 13
8 •sue D.R. HORTON-TEXAS. LTD. •J m N> 115'. N77y p 124.
(TRACT 2-CALLED 516.690 ACRES) oi. 5516 42 M' "�4f� • `'o °` `� S
DOC. NO. 2017-139975 �
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\ BY SEPARATE INSTRUMENT fl,} `s �.� / j? h ya 23 $ -' q F, I' �� / W I
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\ `0 B �\ L27 �\ \\ � e� �' / /`/ '�• s may\ y!'ip �24 >l� ' W'' " % •a 18 ,'ri10 17 r 18 �I
15' WATER EASEMENT \ // / 4 B8 p y a0.•c1` �0 �, C� ��•` W i�i �j� 15 o o '�I N
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\ 1p r y \ '� yo o �( h y i e� U' w t7.o6 1. 1 . M
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2 ` \ \\ / °' s. $z� a s 28 �Qs y z gee 13
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15' WAiER EASEMENT 9 a 11 �i# \ ` / �' // /, 4 \1 �/i y�>s 29 $ Z _5��'
BY SEPARATE: INSTRUME / , \1,�".(° -D� \\i•+-" 1,�,. // 3 6r�, �• 6• >, -t 15.
16 X !O �9 3� \ � �( 7/'/ `7bi F�195ip\�, y Asir: �Tc 2� 4 � , - ''I �8 87 - '_ �50.iB' _ 3
�s4 2Ij
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_vq , Gjk O •l� \ \ 'G �• O. - yl l W e� c� , j I �i
A_ O� r0'sp' ,,1 saa> 32 e� />> .(zA ^` v�io R -► cli ai a 12 v' r' 13 ui d 14�F L0
MATCH LINE y ,`Oq�S , kc�f' S \ \� `'�'rD G' 2 / 33 ss �` i /'C V `� ,,� o+ c+'o a� 0 11 e r nl r
SHEET 1 �••`• .� \ ti \\ g `�>r•'s s, / _ f N ,n Ks �p g ! 10 - N
»SHEET 2r�"�' p �f�f�'�j� y \`wry 8 \ j \\ �Zdj/i 34 Yd, /,/ / / �r N �> 7 n ` 8 N 5 11.8T -
(i, �/ . A RD k� \p+ \ 3�: 'i /9� 2p<� > N p2 15p8
>:� �s�os ��! , p �s's 20 L20 L19 L.18 L17 Llfi
ak rA : \.'"�T. ` \ / / c8 / �s s epl t 82 122 17 1 f; 1 1i
USES
NUMBER
SQUARE FEET
ACREAGE
DENSITY
RESIDENTIAL LOTS
221
1,463,492
33.597
4.772
OPEN SPACE LOTS
2
170,944
3.924
SPECIAL USE LOT
0
0
0
RIGHT-OF-WAY
383,113
8.796
TOTAL
2,017,549
46.317
NOTES:
1. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM,
TEXAS NORTH CENTRAL ZONE NUMBER 4202- NAD 83 ALL DATA CONTAINED HEREIN IS SCALED TO SURFACE WITH A
(SURFACE TO GRID SCALE FACTOR 0.999849392677).
2. THIS FINAL PLAT CONFORMS TO REQUIREMENTS PER THE CITY OF AUBREY ORDINANCE NUMBER 486-12• DATED
APRIL 15, 2014
3. WATER AND WASTEWATER FACILITIES WITHIN THIS DEVELOPMENT WILL BE DESIGNED AND CONSTRUCTED IN
ACCORDANCE WITH THE DEVELOPMENT AGREEMENT. MUSTANG SPECIAL U71UTY DISTRICT HOLDS THE WATER AND
WASTEWATER CCN FOR THE PROPERTY. WATER AND WASTEWATER SEWER FACILITIES WILL BE OWNED, OPERATED AND
MAINTAINED BY MUSTANG SPECIAL UTILITY DISTRICT.
4. ROADWAY AND DRAINAGE FACILITIES WITHIN THIS DEVELOPMENT WILL BE DESIGNED AND CONSTRUCTED IN
ACCORDANCE WITH THE DEVELOPMENT AGREEMENT. ROADWAY AND DRAINAGE FACILITIES WILL BE OWNED, OPERATED
AND MAINTAINED BY THE LAKES -FRESH WATER SUPPLY DISTRICT OF DENTON COUNTY.
5. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NUMBER 48121CO265
G, REVISION DATE APRIL 18, 2011, SUBJECT TRACT LIES OUTSIDE OF SHADED ZONE A. A SPECIAL FLOOD HAZARD AREA
(100 YEAR FLOOD OR 1 PERCENT ANNUAL CHANCE FLOOD)
6. ALL BUILDING LINE FOLLOW THE TYPICAL LOT DETAIL. KEY LOTS HAVE A 20' STREET SIDE BUILDING LINE.
7. SCREENING WALLS, LANDSCAPING, AND SIDEWALKS WILL BE MAINTAINED BY THE HOA
8. ALL EXISTING STRUCTURES ON SUBJECT TRACT SHOWN HEREON ARE TO BE REMOVED
9. ALL LOTS MEET MINIMUM SQUARE FOOTAGE.
10. ALL COMMON AREAS ARE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION ESTABLISHED FOR THIS
DEVELOPMENT.
11. "NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF STATE LAW AND IS
SUBJECT TO FINES AND WITHHOLDING OF CITY UTILITIES AND BUILDING PERMITS."
12. ALLCORNERS NOT LABELED ARE ONE-HALF INCH IRON ROD WITH A YELLOW CAP STAMPED "JBI' UNLESS NOTED
OTHERWISE
r;. ,: igj$�v n' i+'. � is k". ° $ ., "',, s a 1. I '. '. z s�
I
i
•:N T.
� �I.... f I 'i. l.� owl . .�.
i
STATE OF TEXAS
COUNTY OF, DENTON
WHEREAS, D.R. Horton -Texas, Ltd. is the owner of a parcel of land located in Denton County, Texas, a part of the James Bridges Jr. Survey, Abstract Number 36 and
being a part of Tract 2 (called 516.690 acres) described in deed to D.R. Horton -Texas, LTD. as recorded in Document Number 2017--139975, Real Property Records of
Denton County, Texas, and being further described as follows:
BEGINNING at a one-half inch iron rod with yellow cap stamped "JBI" found at the west corner of Lot 1, Block W, Silverado West, Phase 3, on addition to Denton County
as recorded In Document Number 2021-482, Official Public Records of Denton County, Texas, sold point also being in the south right, -of -way line of Ponderoso Trail, a 50
foot right-of-way,
THENCE South 40 degrees 27 minutes 24 seconds East, 832.20 feet along the southwest line of sold Silverado West, Phase 3 to a one-half inch iron rod with yellow cap
stamped "JBI" found for corner, said point also being in the north right-of-way line of Echo Brook Lane, a 50 foot right-of-way,
THENCE South 17 degrees 26 minutes 58 seconds East, 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner in the south right-of-way
line of said Echo Brook lane;
THENCE Northeasterly, 121.05 feet along a curve to the left, following the south right-of-way line of Echo Brook Lane and having a central angle of 06 degrees 50
minutes 00 seconds, a radius of 1,015.00, a tangent of 60.60 feet and whose chord bears North 69 degrees 08 minutes 02 seconds East, 120.98 feet to a one-half inch
Iron rod with yellow cap stomped "JBI" found for comer, sold point being the northwest corner of Lot 21, Block X, of said Silverado West, Phase 3;
THENCE South 24 degrees 16 minutes 58 seconds East, 125.00 feet to a one-half Inch iron rod with yellow cap stamped "JBI" found at the south corner of Lot 27X,
Block X of said Silverado West, Phase 3, said point also being in the north right-of-way line of McNatt Road, a 120 foot right-of-wdy,
THENCE along the north right-of-way line of McNatt Road as follows:
Southwesterly, 449.75 feet along a curve to the right having a central angle of 22 degrees 36 minutes 14 seconds, a radius of 1,140.00 feet, a tangent of 227.84 feet
and whose chord bears South 77 degrees 01 minutes 09 seconds West, 446.83 feet to a one-half inch Iron rod with yellow cap stomped "JBI" found for corner;
Southwesterly, 114.05 feet along a curve to the left having a central angle of 05 degrees 11 minutes 10 seconds, a radius of 1,260.00 feet, a tangent of 57.06 feet
and whose chord boors South 85 degrees 43 minutes 41 seconds West. 114.01 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for corner;
THENCE North 08 degrees 13 minutes 45 seconds West, 10.68 feet to a one-half inch iron rod with yellow cop stamped "JBI" set for corner;
THENCE Northwesterly, 157.49 feet along a curve to the left having a central angle of 32 degrees 13 minutes 39 seconds, a radius of 280.00 feet, a tangent of 80.89
feet and whose chord bears North 24 degrees 20 minutes 35 seconds West, 155.42 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner;
THENCE North 40 degrees 27 minutes 24 seconds West, 1.507.46 feet to a one-half inch iron rod with yellow cop stamped "JBI" set for corner;
THENCE North 49 degrees 32 minutes 36 seconds East. 100.00 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for comer,
THENCE North 40 degrees 27 minutes 24 seconds West, 207.34 feet to a one-half inch iron rod with yellow cop stomped "JBI" set for corner;
THENCE North 39 degrees 37 minutes 08 seconds West, 112.30 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner,
THENCE North 50 degrees 21 minutes 49 seconds East, 115.00 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for comer.
THENCE North 50 degrees 22 minutes 52 seconds East, 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner.
THENCE North 39 degrees 37 minutes 08 seconds West, 74.02 feet to a one-half inch iron rod with yellow cop stamped "JBI" set for corner;
THENCE North 50 degrees 22 minutes 52 seconds East, 60.00 feet to a one-half inch Iron rod with yellow cop stamped "JBI" set for corner,
THENCE North 49 degrees 18 minutes 50 'seconds East, 56.81 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer;
THENCE North 46 degrees 40 minutes 11 seconds East. 57.30 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer;
THENCE North 44 degrees 00 minutes 01 seconds East, 57.30 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner;
THENCE North 41 degrees 19 minutes 52 seconds East, 57.30 feet to a one-half inch Iron rod with yellow cap stamped "JBI" set for corner;
SURVEYOR'S CERTIFICATE
THENCE South 04 degrees 44 minutes 52 seconds East, 50.00
feet
to a' one-half inch
iron
rod
with yellow
cap stamped
"JBI" set for corner,
KNOW ALL MEN BY .THESE PRESENTS:
THENCE Northeasterly, 35.96 feet along a curve to the right having
a central angle of 01 degrees 32 minutes
36 seconds, a radius of 1,335.00 feet, a tangent of 17.98
1, Mork W. Harp, RPLS, do hereby certifythat
�P y
I have prepared this let from an actual on he
P t
feet, and whose chord bears North 86 degrees 01 minutes 27
�
seconds East, 35.96 feet to
a one.
-half inch
iron rod with
low co stomped "JBI" set for corner,
yellow P P
ground survey of the land and that the
P P
corner monuments shown hereon were properly placed
under my personal supervision in accordance with the Denton County Subdivision Rules and
THENCE South 03 degrees 12 minutes 15 seconds East, 115.29
feet
to a one-half inch
iron
rod
with yellow
cop stomped
"JBI" set for comer;
Regulations.
THENCE North 87 degrees 43 minutes 26 seconds East, 49.64
feet
to a one-half inch
iron
rod
with yellow
cap stamped
"JBI" setfar corner,
bated this the 27th day of May 2022..
OF
.gyp;..•
THENCE South 89 degrees 43 minutes 12 seconds East, 54.60
feet
to a one-half inch
iron
rod
with yellow
cap stomped
JBI set for comer,
...............................
•
MARK W. HARP
THENCE South 88 degrees 45 minutes 23 seconds East, 60.00
feet
to a one-half inch
iron
rod
with yellow
cop stomped
"JBI" set for comer,
Mark W. Harp, R.P.LS. No. 6425
........................y...
6425
.c�
C ''•: ►DF
E....
THENCE South 01 degrees 14 minutes 37 seconds West, 115.00
feet
to a one-half Inch
iron
rod
with yellow
cop stamped
"JBI" set for corner;
,I; •. �O
STATE OF TEXAS l
SURR
THENCE North 88 degrees 45 minutes 23 seconds West, 15.50
feet
to a one-half inch
iron
rod
with yellow
cap stamped
"JBI" set for corner;
COUNTY OF DALLAS §
THENCE South 01 degrees 14 minutes 37 seconds West, 50.00
feet
to a one-half inch
iron
rod
with yellow
cap stamped
`JBi" set for corner,
BEFORE ME, the undersigned authority in
and for the State of Texas, on this day personally
THENCE South 88 degrees 45 minutes 23 seconds East, 15.50
feet
to a one-half inch
iron
rod
with yellow
cop stamped
JBI" set for corner;
appeared Mork W. Harp, known to me to be the person whose name is subscribed to the
foregoing instrument and acknowledged to me that he executed the some for the and
consideration therein expressed and in the
purposes
capacity therein stated.
THENCE South 01 degrees 14 minutes 37 seconds West, 115.00
feet
to a one-half Inch
iron
rod
with yellow
cop stomped
"JBI" found at the northeast corner of Lot 15,
Block Z of said Silverado West, Phase 3, sold point also being
in the
west right-of-way line of
Texas Trail„
a 50 foot right-of-way;
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 27th day of May 2022.
THENCE along the north line of said Silverado West, Phase 3 as follows:
North 88 degrees 45 minutes 23 seconds West, 60.00 feet
to a
one-half inch iron
rod
with
yellow cap
stamped "JBI" found for corner,
�yYPu .
DEREK BELL
South 89 degrees 57 minutes 24 seconds West, 55.81 feet
9
to a
one-half inch iron
rod
with
yellow P
low cap
stomped "JBI"
P
found for comer
Notary Public, State of Texas
' t* Notary ID 133608256
South 86 degrees 33 minutes 31 seconds West, 56.62 feet
to a
one-half inch iron
rod
with
yellow cap
stamped "JBI" found for corner,
� �/^�
F $February 23, 2026
South 83 degrees 06 minutes 24 seconds West, 56.62 feet
to a one-half inch iron
rod
with
yellow cap
stamped "JBI" found for corner,
South 79 degrees 39 minutes 17 seconds West, 56.62 feet
to a
one-half inch iron
rod
with
yellow cop
stamped "JBI" found for comer,
South 76 degrees 12 minutes 10 seconds West, 56.62 feet
to a
one-half inch iron
rod
with
yellow cop
stamped "JBI"
found for comer;
South 72 degrees 45 minutes 04 seconds West, 56.62 feet
to a one-half inch iron
rod
with
yellow cop
stamped "JBI" found for comer
South 69 degrees 17 minutes 57 seconds West, 56.62 feet
to a
one-half inch iron
rod
with
yellow cop
stamped "JBI" found for corner,
South 22 degrees 25 minutes 37 seconds East, 115.00 feet to a one-half Inch Iron rod with yellow cap stamped "JBI" found at the southwest comer of Lot 22, Block
Z of said Silverado West, Phase 3, said point also being in the north right-of-way line of Ponderosa Trail, a 50 foot right-of-way,
THENCE Southwesterly, 134.29 feet along a curve to the left, following the north right-of-way line of Ponderosa Trail and having a central angle of 09 degrees 19 minutes
35 seconds, a radius of 825.00 feet, a tangent of 67.29 feet, and whose chord bears South 62 degrees 54 minutes 36 seconds West, 134.14 feet to a one-half inch iron
rod with yellow cap stomped "JBI" set for corner,
THENCE South 31 degrees 45 minutes 12 seconds East, 50.00 feet to the POINT OF BEGINNING and containing 2,017.549 square feet or 46.317 acres of land.
OWNER'S DEDICATION
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That, D.R. HORTON-TEXAS, LiD, acting herein by and through its duly authorized officer, does hereby adopt this plat designating the
herein above described property as SILVERADO WEST, PHASE 5, an addition to Denton County, Texas, and does hereby dedicate to The
Lakes Fresh Water Supply District (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 exclusive use forever of The District, 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 sold 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 some
THENCE
North
38
degrees 39
minutes 43
seconds
East,
57.30
feet
to
a one-half inch
Iron
rod
with
yellow
cap
stamped
"JBI"
set
for corner;
unless the easement limits the use to a 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 shall have the right to remove and keep removed all
THENCE
North
,35
degrees 59
minutes 33
seconds
East,
57.30
feet
to
a one-half inch
Iron
rod'
with
yellow
,cap
stamped
"JBI"
set
for corner;
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 have
THENCE
North
33
degrees 19
minutes 24
seconds
East,
57.30
feet
to
a one -.half inch
Iron
rod
with
yellow
cap
stamped
"JBi"
set
for corner,
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
THENCE
North
30
degrees 39
minutes 14
seconds
East,
57.30
feet
to
a one-half inch
iron
rod
with
yellow
cap
stomped
"JBI"
set
for corner;
permission of anyone. I do hereby bind myself, my successors and assigns to forever warrant and defend oil and singular the above
described streets, easements and rights unto The District against every person whomsoever comes lawfully claiming or to claim the DISTRICT APPROVAL
THENCE North 27 degrees 59 minutes 05 seconds East, 57.30 feet to a one-half inch iron rod with yellow cop stamped "JBI" set far corner, same or any part thereof. This property is located within The City of Aubrey Extro-Territorial Jurisdiction. This plat approval is subject
to all the platting ordinancesrules and regulations of the City of Aubrey, and Denton County, Texas.
THENCE North 25 degrees 18 minutes 55 seconds East, 57.30 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; WITNESS MY HAND, this day of 'dam �- 2022.
THENCE North 22 degrees 38 minutes 46 seconds East, 57.30 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; D.R. RTON- AS,
THENCE
North 19 degrees
58 minutes
36
seconds East,
57.30 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner;
THENCE
North 17 degrees
18
minutes
27
seconds East,
57.30 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner;
THENCE
North 14 degrees
38
minutes
18
seconds East,
57.30 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner,
THENCE
North 11 degrees
58
minutes
08
seconds East,
57.30 feet to a one-half inch iron rod with yellow cop stamped "JBI" set for corner;
THENCE
North 09 degrees
17
minutes
59
seconds East,
57.30 feet to a one-half inch Iron rod with yellow cap stamped "JBI" set for corner;
THENCE
North 06 degrees
37
minutes
49
seconds East,
57.30 feet to a one-half inch iron rod with yellow cap stamped "JBI" set far corner.
THENCE
North 03 degrees
44
minutes
13
seconds East,
66.85 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner;
THENCE
South 88 degrees
50
minutes
27
seconds East,
165.02 feet to a one-half inch iron rod with yellow cop stamped "JBI" set for corner;
THENCE
Southwesterly, 115.22
feet along a curve to the
right having a central angle of 04 degrees 43 minutes 56 seconds, a radius of 1,395.00 feet, a tangent of 57.64
feet and
whose chord bears
South 04
degrees 25 minutes
36 seconds West, 115.19 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for comer,
THENCE
South 88 degrees
50
minutes
27
seconds East,
214.41 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner;
THENCE
South 40 degrees
00
minutes
11
seconds East,
326.99 feet to a one-half inch iron rod with yellow cop stamped "JBI" set for corner;
THENCE
South 49 degrees
59
minutes
49
seconds West,
115.00 feet to a one-half inch iron rod with yellow cop stamped "JBI" set far comer;
THENCE
North 40 degrees
00
minutes
11
seconds West,
15.50 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner,
THENCE
South 49 degrees
59
minutes
49
seconds West,
50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer;
THENCE
South 40 degrees
00
minutes
11
seconds East,
14.88 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner,
THENCE
South 49 degrees
59
minutes
49
seconds West.
115.02 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer;
THENCE
South 40 degrees
00
minutes
46
seconds East,
109.46 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner,
THENCE
South 40 degrees
00
minutes
11
seconds east,
52.34 feet to a one-half Inch iron rod with yellow cap stamped "JBI" set for corner,
THENCE
South 39 degrees
59
minutes
29
seconds East,
99.96 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer,
THENCE
North 76 degrees
32
minutes
17
seconds East,
128.57 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for corner;
THENCE
South 40 degrees
00
minutes
11
seconds East,
14.56 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer;
THENCE
Southeasterly, 128.61
feet along a curve to the
right having a central angle of 32 degrees` 44 minutes 58 seconds, a radius of 225.00 feet, a tangent of 66.11
feet and
whose chord bears South 23
degrees 37 minutes 42 seconds East, 126.86 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer;
THENCE
Southwesterly, 15.52 feet along a
curve to the left
having a central angle of, 00 degrees 32 minutes 02 seconds, a radius of 1,665.00 feet, a tangent of 7.76 feet
and whose chord bears South
85 degrees
47 minutes 30 seconds West, 15.52 feet to a point for corner;
THENCE
South 04 degrees
28
minutes
31
seconds East,
50.00 feet to a one-half inch iron rod with yellow cop stamped "JBI" set far comer,
THENCE
Northeasterly, 14.88 feet along a
curve to the right having a central angle of 00 degrees 31 minutes 41 seconds, a radius of 1,615.00 feet, a tangent of 7.44
feet and
whose chord bears North 85
degrees 47 minutes 19 seconds East, 14.88 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for comer;
THENCE
South 03 degrees
03
minutes
37
seconds East,
230.03 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner,
THENCE
Southwesterly, 15.79 feet along a
curve to the left
having a control angle of 00 degrees 39 minutes 11 seconds. a radius of 1,385.00 feet, a tangent of 7.89 feet,
and whose chord bears South
85 degrees
34 minutes 44 seconds West, 15.78 feet to a one-half inch iron rod with yellow cop stamped "JBI" set for corner;
David L. Booth,
Land Acquisition Development Manager
STATE OF TEXAS
COUNTY OF DALLAS
Before me, the undersigned authority, a Notary Public in and for the said County and State on this day personally appeared
David 'L. Booth, known to me to be the whose name is subscribed to the foregoing instrument and acknowledged to me
A
FINAL
I A L_ PLAT
person
f
I V
that he/she executed the same for the purposes and considerations therein expressed and in the capacity therein stated and
as the act and deed therein stated..
ISI
L V E R A D O WEST
-In
Given under my hand and seal of office, this day of AU.LIA
2022.
'
PHASE 5
Notary Signature
BLOCK
CC, LOTS 1-15, 19-35; BLOCK DD, LOTS 1-35;
BLOCK
11, LOTS 10-17; BLOCK JJ, LOTS 1-6 & 12-24;
r •
BLOCK
KK, LOTS 1-31; BLOCK LL, 20-40; BLOCK RR,
$�
NotKAREN WILLIAhts
LOTS
10-15; BLOCK W, LOTS 16-30; BLOCK X, LOTS
o MYcam ° to"'ss7sa
lr,K
Frbruary
1-20
& 21 X; BLOCK Y. LOTS 1-15 & 16X; BLOCK Z,
7,2025
LOTS 1-14 & 23-27
_
221 TOTAL RESIDENTIAL LOTS
2 OPEN SPACES
46.317 ACRES OUT OF THE
JAMES BRIDGES JR. SURVEY, ABSTRACT NO. 36
THE LAKES FRESH WATER SUPPLY DISTRICT
CITY
OF AUBREY ETJ, DENTON COUNTY, TEXAS
D.R. HORTON-TEXAS, LTD OWNER/DEVELOPE
4306 Miller Road, Suite A (214) 607-424
Rowlett, Texas 75088 (817) 928-6139 FA
Email: dboothOdrhorton.com
JBI PARTNERS, INC. SURVEYOR/ENGINEE
2121 Midway Rd, Suite #300 (972)248-76 i
Carrollton, TX 75006 (214) 248-1414 F)
Engineer: Bret Blankenship
Email: bblankenshipOjbipartners.com
TBPE No. F-438 TBPLS No. 10076000
Sheet 3 of 31
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