SA0428AF.M. 2931 POWELL ROAD
(A VARIABLE WIDTH RIGHT-OF-WAY)
(A VARIABLE WIDTH RIGHT-OF-WAY)
-------------
-IT IT
'�'{ ...
NOT TO SCALE 11
1 � 0
I I�
SA0428A G01,)2, C51, PI D76 I ,
�--� Ce
� wo
52693 A0036A J. BRIDGES TR 76/ALL PHASE 2
� wm
132742 A0036A BRIDGES TR 65A/ALL - ' ` Q
m
52728 - A0036A J. BRIDGES, TR 78 117.763AC/PART 59.1816AC USED
....._
-i
I NOTES:
1. Bearing system for this survey is based upon NAD 83 Texas North
FUTURE PHASE .
Central Zone, Horizontal Adjustment to NAD 83 (1993).
2. All comers set where applicable and after construction. Comers will be
monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA",
/ � I
unless otherwise noted.
f IL _ _ 3. According to Federal Emergency Management Agency's Flood Insurance
Rate Map No, 48121C0405G, for Denton County, Texas and
incorporated areas, dated April 18, 2011, a portion of this properly Is
_ located within Zone A defined as "Special flood hazard areas (SFHAs)
subject to inundation by the 1% annual chance flood (No Base Flood
` Elevations determined)" & Zone AE defined as "Special flood hazard
II areas (SFHAs) subject to inundation by the 1% annual chance flood
(Base Flood Elevations determined)" If this site is not within an identified
special flood hazard area, this flood statement does not imply that the
property and/or the structures thereon will be free from flooding or flood
damage. On rare occasions, greater floods can and will occur and flood
— heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
* FUTURE PHASE II 4. Notice - selling a portion of this addition by metes and bounds is a
♦� ' �= I ' II violation of Town subdivision ordinance and platting statutes and is
subject to fines and withholding of utilities and building permits.
of. vavnuwmv. auvu vw. anaat .—.. ......... ................. ..- _�.... _.._...._,z,- - Sullt fuu
i structures are allowed n UTRWD easement.
DALLAS, TEXAS 75240
TEL: 972-770-1300
CIO: MATT DUENWALD, P.E.
LOT TABLE
LOT NO
ACRES
SQ. FT.
BLOCK A LOT 1
0.179
7'SW
BLOCK A LOT 2
0.149
SAW
BLACK A LOT 3
0.149
6,500
BLOCK A LOT 4
0.149
6,500
BLOCK A LOT 5
0.149
6,SQ0
BLOCK A LOT 6
0.149
61500
BLOCK A LOT 7
0.177
7,728
BLOCK A LOT 8
0.292
12,711
BLOCK A LOTS
0.180
7.842
BLOCK A LOT 10
0.149
6,500
BLOCK A LOT 11
0.149
6,5W
BLOCK A LOT 12
0,149
6,600
BLOCK A LOT 13
0.149
6,600
BLOCK A LOT 14
0,149
6,600
BLOCK A LOT 15
0.149
6,500`
BLOCK A LOT 16
0.148
OA27
BLOCK A LOT 17
0.249
10,828
BLOCK A LOT 18
0.162
7,036
BLOCK A LOT 19
0.149
ON
BLOCK A LOT 20
0.149
6.500
BLOCK A LOT 21
0.149
6,500
BLOCK A LOT 22
0,149
616W
BLOCK A LOT 23
0.232
10,108
BLOCK ALOT 24
0.139
6,051
BLOCK A LOT 25
0.216
9AW
BLOCK A LOT 26
0.124
SAN
BLOCK A LOT 27
0.124
SAW
BLACK A LOT 28
0.124
6.400
BLOCK A LOT 29
0.1Z4
5,400
BLOCK A LOT 30
0.165
7,200
BLOCK A LOT 31
0.123
5,377
BLOCK A LOT 32
0.180
7.827
LINE TABLE
NO.
BEARING
Li
N28.89'02'E
L2
881'ar68"EL3
7,70.W
S08.3r4VWL4
S44'01'14"E
.
L5
N41'04'5ZW
10.25'
LB
S46.5Z11'W
14.34'
L7
S30'23'28"E
12-W
L9
S55.41%KY W
18.21?
L10
N1Z•1Z28'E
13.35
L12
S40"48'30'E
13.W
L13
820.14'21'W
7.54'
L15
813'48'S9'E
11.59'
L16
NW39'63'E
14.75'
L17
S52'2 iO-E
18.73'
L18
820'14Z1'NI
10.40'
LOT TABLE
LOT NO.
ACRES
SQ FT.
BLOCK A LOT 33
0.289
12,806
BLOCK A LOT 34
OA70
7,393
BLOCK A LOT 35
0.138
s,029
LOT TABLE
LOT NO.
ACRES
SQ. FT.
BLOCK A LOT 1440A
0.107
4,052
BLOCK A LOT 2440A
1.509
SO.=
BLOCK A LOT 34,10A
1,228
53,402
BLOCK B LOT 1-HOA
7.077
308,283
BLOCK B LOT 2440A
8.729
380,247
BLOCK C LOT 1440A
0.276
12,011
BLOCK D LOT 1440A
0.180
7,820
BLOCK D LOT &HOA
0.120
5,248
BLOCK E LOT 144QA
1.397
51,516
LOT TABLE
LOT NO.
ACRES
SO. FT.
BLOCK A LOT 1-COMIM
6.283
230,562
BLOCK A LOT 7440A
0.093
4,045
BLOCK B LOT 1-COMM
4.097
178,461
LINE TABLE
NO.
BEARING
LENGTH
L79
S62•S6'28"W
14.79
L20
S49'02'O9'W
14.ST
L21
S44'22'36'E
14.27'
L22
845'407.8'W
14.00'
L23
878°491WE
15.39.
L24
S41'04SM
19.76
L25
N64°4Z33'E
299.68'
L26
S42'31'SrE
14.71'
L28
N48.561WE
20.87'
L29
S17`3136•WI
L30
S74.04'5rE
L31
S44°00'S9"E
L32
SW47VM
L33
NS8'19'18"E
L34
S4r33'34'E
LOT TABLE
LOT NO.
ACRES
SQ. FT.
BLOCK B LOT 1
0.2M
10.397
BLOCK B LOT 2
0.165
7,2DO
BLOCK 8 LOT 3
0.166
7,200
BLOCKS LOT 4
0.166
7,200
BLOCK 8 LOT 5
0.143
6,250
BLOCK B LOT 6
0.143
6,250
BLOCK B LOT 7
0,143
6.250
BLOCK B LOT 8
0.143
6.250
BLOCK B LOT 9
0.143
6.250
BLOCK B LOT 10
0.143
6,250
BLOCK B LOT 11
0.143
6.250
BLOCK B LOT 12
0.143
6,250
BLOCK B LOT 13
0.143
6.250
BLOCK B LOT 14
0.144
8,286
BLOCK B LOT 15
0.161
6,577
BLOCK B LOT 16
0.168
7,222
BLOCK B LOT 17
0.202
8,782
BLOCK B LOT 18
0.218
9,493
BLOCK B LOT 19
0.174
7,593
BLOCK B LOT 20
0AS4
6,718
BLOCK B LOT 21
0A42
6,207
BLOCK B LOT 22
0.129
6,625
BLOCK B LOT 23
0.129
6,625
BLOCK B LOT 24
0.130
6,977
BLOCK B LOT 25
0.142
6,201
BLOCK B LOT 26
0.142
0,201
BLOCK B LOT 27
0.142
61198
LINE TABLE
NO.
BEARING
LENGTH
L36
S43'08TM
14.89'
L.38
S74'3835"E
14.14'
L37
N26'09'09'E
16.53'
L38
I S03'08128'W
14.83'
L39
NO2.26'14'E
16.68'
L40
SW565M
11.9Z
L41
S66'1720'E
18.19'
LA2
N11.217M
17.,W
L43
SBO'38'57'E
12.21'
L44
84r3r2VW
13.61'
Lots
s44•irirE
14.2W
L40
N49"4724'E
14.8Z
L47
S64.4233'W
302.58'
L48
883'0470*E
17.27"
L51
SOO'3WW W
18A7
LINE TABLE
NO.
BEARING
L52
NSO 20VZ W
L53
N00'39'S8"EL54
r21.87
N2445399NL55
N66'14'21•E
.
L66
S24'4539'E
58.9r
L57
S48.65'OB'w
5.ar
LSS
341.04'52'E
66AT
L69
N59•SZ509N
12.61'
L80
N30'07`10'E
20.ar
L61
S59.5250"E
15.7T
L62
SO44Z37'W
24AV
L$3
3851723"E
ZO:ar
L64
N04.4Z3rE
25.67'
L65
N46'526WE
14.14'
L68
S63'S0'51'E
24.19'
LOT TABLE
LOT NO.
ACRES
SO. FT.
BLOCK C LOT 1
0.165
7,200
BLOCK C LOT 2
0.166
7,200
BLOCK C LOT 3
0.136
6.000
BLOCK C LOT 4
0.138
BPI:)
BLOCK C LOT 5
0.136
6=0
BLOCK C LOT
0.190
8,2 IS
BLOCK C LOT 7
0.221
9,623
BLOCK C LOT 8
0.138
6,000
BLOCK C LOT 9
0.136
0,000
BLOCK C LOT 10
0.165
7,200
BLOCK C LOT 11
0.183
7,9a9
LOT TABLE
LOT NO.
ACRES
SO. FT.
BLOCK D LOT 1
0.236
10,234
BLOCK D LOT 2
0.106
7,246
BLOCK D LOT 3
0.139
6,038
BLOCK D LOT 4
0.139
6.038
BLOCK D LOTS
0.140
6,085
BLOCK D LOT 8
0.311
13,527
BLOCK D LOT 7
0.306
1 13.412
LINE TABLE
LINE TABLE
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
L67
N16'237S*E
28.28'
L91
S41'04'62'E
17.39'
L88
321°4042'E
32.SZ
L92
N29'S511'W
56.55
L89
N12.1228'E
11.24'
L83
S60'04'49"W
20.ar
L70
S88°44'09'E
25.ar
L94
829'55'11"E
37M
L72
N45'17'21'W
14.8r
L96
N2r44'OS"W
3a.7,r
L73
N48'5Z55'E
28.28'
L96
S62'1WWV
20.ar
L74
N43.0T05'W
28.29
L07
82744WE
38.74'
L77
N61'o0'5rW
TOW
L98
N64'01160E
06.49'
L79
S83°43'S7"W
53.53'
L99
S35.58M"E
20.00'
LS2
NOO°07'10'E
&Be
1.700
S64'01'64'W
49.94'
L84
NW37.2VE
28.04'
1_101
S71.1916"E
54.16'
LB5
NW01'24'E
21.88'
L107
818'44'44W
20.00'
LBS
N34.1OVM
24.59
L109
N71'1516'W
37.97'
LOB
S13.39'10'E
3.11'
L109
I S51'29'14'W
10.00'
L90
N41.04WV
WAS'
LOT TABLE
LOT NO,
ACRES
SO. FT.
BLOCK E LOT 1
0267
11,640
BLOCKE LOT 2
0.WS
14,706
BLOCK E LOT 3
0.246
10,624
BLOCK E LOT 4
0.174
1 7,SW
BLOCK E LOT 5
0.174
7,560
BLOCK E LOT 6
0.174
7,560
BLOCK E LOT 7
0.246
10,730
LOT TABLE
LOT NO.
ACRES
SQ. FT.
BLOCK B LOT 2-HOA
S.729
380,247
BLOCK F LOT 1
0.142
6,178
BLOCK F LOT 2
0.124
5,400
BLOCK F LOT 3
0.124
5,400
BLOCK F LOT 4
0.165
7,196
BLOCK F LOT 6
0.138
6,000
BLOCK F LOT 6
0.170
7,395
BLOCK F LOT 7
0.216
9,389
BLOCK F LOT 8
0.215
9,346
BLOCK LOT 9
0.177
7,713
BLOCK F LOT 10
0.138
0,000
BLOCK F LOT 11
0.138
8,000
BLOCK LOT 12
0.138
6,000
BLOCK F LOT 13
0.163
6,678
BLOCK FLOT 14
0.2m
14303
BLOCK LOT 15
0.195
8,487
BLOCK F LOT 16
0.185
7,200
BLOCK F LOT 17
0.166
7,2W
BLOCK F LOT 18
0.165
7,200
BLOCK F LOT 19
0.165
7,200
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
Ct
90100'00"
8.ar
12.Sr
N7W59'02'E
11.31'
C2
11'172W
173.00'
34.09
SSW=14'E
34.04'
C3
10'23'14'
227.ar
41.16'
S64'66WE
41AW
C4
153'02W
3.ar
8.01'
S76'24'17'W
S.83'
CS
2rW46'
173.ar
78.89'
N74'0WSPW
78.OZ
C8
90.00'00"
8.ar
12.6r
N18.00'S8"W
11.31'
c7
2.34'Or
226.00'
10.09'
S05°36'34W
10.09'
Ce
4'08'S8"
275.ar
19.78'
N09'1716'E
19.7v
C12
r2r30'
880.ar
36.48'
356'5r41w
38Ar
C13
8-Mr
700.ar
10117
N59'S8'29'E
101.74'
C14
9'61'01"
880.00'
161.29'
s86'21117W
151.10'
C15
69.OB'51'
SOW
60.31'
NS1.40'31"E
56.7Z
C18
143°4r21'
SOW
125,49
S59'42'27'E
96.05'
C17
4rW51'
SOW
41AS
N05'3750"W
40.27'
C18
8'17'S0•
960.ar
139.0Z
N73'0171"W
138.90'
Ci9
258'3Z27*
Soar
225.6Z
S38'b0'34'E
77.4r
C20
33'49'21'
278.ar
164.11'
N47*4r5rE
161.74'
C21
33.49'21'
298.00'
175.91'
N47°4733'E
173.37'
C22
r21'11"
879.7V
40.2,V
83r=48'w
40.24'
C23
43.2232"
85.ar
64.35'
SO6'Sr44'E
62.8Z
C24
24.18'07'
205.ar
86.95
N18'29'58'W
Sam
C26
2.21'11'
969.78'
39.47
S32°03'48'W
39.47
C26
18.4855'
55.00'
18.06'
N23'49TOM
17.W
C27
18'48'56'
35.ar
11.41Y
N23'49'68'E
11.44'
C28
33.33'18'
195.ar
114.20'
SM-4131-31
112.5T
LOT TABLE
LOT NO,
ACRES
SQ. FT.
BLOCK F LOT20
0.263
11,476'
BLOCK F LOT 21
0.220
9,591
BLOCK F LOT 22
0.152
6,640
BLOCK F LOT 23
0.218
9.514
BLACK F LOT 24
0.226
9.802
BLOCK F LOT 26
0.1,46
6,340
BLOCK F LOT 28
0.146
6.368
BLOCK F LOT 27
0.157
6.820
BLOCK F LOT 28
0.1 S3
7,081
BLOCK F LOT 29
0.179
7,804
BLOCK F LOT 30
0.180
7.820
BLOCK F LOT 31
1 0.213
9,271
BLOCK F LOT 32
0.144
6,285
BLOCK F LOT 33
0.129
5,825
BLOCK F LOT 34
O 29
516Z5
BLOCK F LOT 35
0.136
6,921
BLOCK F LOT 38
0.1:51
6574
BLOCK F LOT 37
0.153
6,852
BLOCK F LOT 38
0.124
5,399
BLOCK F LOT 39
0.1.24
5,400
LOT TABLE
LOT NO.
ACRES
S4 FT.
BLOCK F LOT 40
0.124
5,400
BLOCK F LOT 41
0.124
5,400
BLOCK F LOT 42
0.124
5,400
BLOCK F LOT 43
0.1Z4
6,400
BLOCK F LOT 44
0.151
6,599
BLOCK F LOT 46
0.132
5,735
BLOCK F LOT 46
0.131
5.708
BLOCK F LOT 47
0.125
5.476
BLOCK F LOT 48
0.124
5,400
BLOCK F LOT 49
0.124
6,400
BLOCK F LOT 50
0.124
SAGO
BLOCK F LOT 51
0,124
5,400
BLOCK F LOT 52
0.124
SAW
BLOCK F LOT 53
0.124
5,400
BLOCK FtOT 54
0.124
5,400
LOT TABLE
LOT NO.
ACRES
sa FT.
BLOCK G LOT 1
0.275
11,969
BLOCK G LOT 2
0.164
7,149
BLOCK G LOT 3
0.145
6,310
BLOCK G LOT 4
0.138
61000
BLOCK G LOT 5
0.138
6.W0
BLOCK G LOT 6
0151
6,578
BLOCK G LOT 7
0.204
8,893
BLOCK G LOT 8
0.138
61000
BLOCK G LOT 9
0.138
%000
BLOCK G LOT 10
0.138
6.000
BLOCK LOT 11
OA38
6,000
BLOCK G LOT 12
0.138
6,000
BLOCK G LOT 13
0,186
81091
NOTES:
1. Bearing system for this survey is based upon NAD 83 - Texas North
Central Zone, Horizontal Adjustment to NAD 83 (1993).
2. All comers set where applicable and after construction. Comers will be
monumented with a 5/8 inch iron rod with red plastic cap stamped "KHAN,
unless otherwise noted.
3. According to Federal Emergency Management Agency's Flood Insurance
Rate Map No. 48121C0405G, for Denton County, Texas and
Incorporated areas, dated April 18, 2011, a portion of this property is
located within Zone A defined as "Special flood hazard areas (SFHAs)
subject to inundation by the 1 % annual chance flood (No Base Flood
Elevations determined)" & Zone AE defined as "Special flood hazard
areas (SFHAs) subject to inundation by the 1% annual chance flood
(Base Flood Elevations determined)" If this site is not within an identified
special flood hazard area, this flood statement does not imply that the
property and/or the structures thereon will be free from flooding or flood
damage. On rare occasions, greater floods can and will occur and flood
heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
4. Notice - selling a portion of this addition by metes and bounds is a
violation of Town subdivision ordinance and platting statutes and is
subject to fines and withholding of utilities and building permits.
5.
This plat does not alter or remove existing deed restrictions, if any, on
this property.
6.
All lots comply with the minimum size requirements of the zoning district.
7.
This property may be subject to charges related to impact fees and the
applicant should contact the Town regarding any applicable fee.
9. Minimum finished floor elevations are at least 2 feet above the 100 year
flood plain.
Upper Trinity Regional Water District Notes
Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document
#2017-156275 protection criteria:
1. The minimum depth of all pipes within the easement shall be three (3) feet from
the top of the pipe to the surface of the ground.
2. The surface grade shall not be changed by more than 1 foot without written
approval from UTRWD.
3. Streets / Pavement crossing UTRWD easement must be at 90 degrees angle. All
paving within the easement is at risk; at risk means that UTRWD will not replace
paving within the easement.
4. All crossing of the easement shall be submitted to UTRWD for review and
approval.
5. UTRWD will not allow drilling or excavating activities and permanent structures
including fencing within the easement boundaries.
6. The pipeline cannot be shut down and shall be always protected in place.
7. Adding landscaping within the easement require UTRWD approval. Landscaping
placed within the easement is at risk; at risk means that UTRWD will not replace
landscaping within the easement in the event we need to access the easement
nr ninolina I IT12wn wilt nnf nlinw rlw n n fart 4noac and nfhar laMaf aninn fhaf
CURVE
TABLE
CURVE
NO.
C55
C56
CST
CS8
C59
050
CS1
C62
Ce3
C64
CBS
TABLE
DELTA
34'12'03
22.56'O2•
2r43'4r
21.312r
3W52'26'
45.34'19"
59'0734'
11.2024•
1rw45"
20'2,VW
19'09'4W
RADIUS
40o.ar
1020.ar
3w.w
300.ar
260.ar
350.ar
300.00'
375,W
3%W
250.ar
250.ar
LENGTH
238:77'
408.28'
15o43'
112.70'
134.71'
278.38'
309.58'
74.2Z
104.94'
89.07'
83.07
CHORD BEARING
Na1.5272'V11
S1r26roi'w
384.38'29"E
N18'S0'51 W
N75.4nrE
S21.31'18"E
S30.4938•W
N38°39'16'W
807.1931'E
N10'01'S8'E
S10'39'269N
CHORD
236.24'
405.58
148.86'
112.04'
13m
271.1a
296.03'
74.1(Y
%4.55
88.80'
83.23'
8.
9.
10.
11.
impedes our ability to operate and maintain the pipeline.
Any. structurestfoundations or other improvements within the easement is
prohibited. Contact UTRWD et develOpmentreYlewCa�utna+d.00m Or 972-219-1228
72 hours prior to constructing any structures/foundations or other improvements
that could interfere with UTRWD's ability to access, operate and/or maintain
within the easement.
UTRWD hereby retains all its preexisting dominant and superior legal and
property rights.
No material Stockpiles are allowed In UTRWD Easement.
Stormwater Shall drain 'away from UTRWD easement; n0 storm drainage
structures are allowed in UTRWD easement
FINAL PLAT
F O R E E RANCH PHASE 1
154 RESIDENTIAL LOTS
BLOCK A, LOTS 1-35, BLOCK 'B, LOTS 1-27, BLOCK C, LOTS 1-11,
BLOCK D, LOTS 1-7, BLOCK E, LOTS 1-7, BLOCK F, LOTS 1-54,
BLOCK G, LOTS 1-13,
12 OPEN SPACE HOA LOTS
2 COMMERCIAL LOTS
97.281 ACRES SITUATED IN THE
JAMES BRIDGES SURVEY, ABSTRACT NO.36
9
a
w
C
a
m
�
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C29
33'33'1('
215.ar
125.91'
S08'4131W
124.17
C30
Ir4334•
506-W
173.86'
N16.3622E
173.01*
C31
12VOWW
W.ar
104.88'
NW09VVE
w.6r
C32
141.41'02"
SOW
123.84'
NT4'38'35'W
94.46'
C33
126.51W
I SOW
110.70'
853'5138'w
89.44'
C34
140.40W
SOW
122.79
N44'2736*W
94,ir
035
19.4334"
485.ar
18S.98'
N15.367M
166.IF
C36
18'114r
495.ar
1S7.19'
314.5025'W
156.6T
C37
18'11'42'
515.00'
163.5,E
S14'50'251W
iszw
C38
21'OS'5r
505.w
185:98'
N13'2;1'1r'E
184.91,
C39
21'OS'S8•
485.ar
178.60'
N13.23'18"E
177-W
C40
7*1113'
505.ar
83.3ir
NOO'4516'W
63.30
C41
7*1113'
485.ar
60.84'
N00'46'16V
80.80
C42
43.08'09'
106.00'
79.05
807'0485"E
77.20
C43
24.1"r
1S5.ar
7SAr
N10-105M
77.88'
C44
42*2943"
300.ar
221.7Z
N19'64'30"W
216.71'
C45
29'06'tr
300.ar
162.3W
N74'11'00'W
150.78'
047
3'44Vr
1768.50'
' 116.56'
N32'S8'53'E
11&54'
C48
69.3nr
25o.W
260.0r
S45•W4WE
248.ae'
C49
77°27'28"
250.ar
337.9T
N38'50'48'W
313.82'
c5o
soB'a6'
3w.w
42.ar
sar4a-mv
4z.e4'
C51
16.09'18'
325:00'
91.&i'
N08.11'49'E
91.33'
CSz
aro3le"
93o.ar
763.r6
s79.1aros•w
r4z.a9
c53
35.18'08•
WOW400.48'
N73.2s'29'E
3e4.1$'
c54
24'One"
W.W
231AW
s76'5o'S4'E
2WAT
TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS
■
y)))Horn
13455 Noel Road, Two Galleria Office Tel No. (972) 770-1300
Tower, Suite 700, Dallas, Texas 75240 FIRM # 101155W Fax No. (972) 239-3820
_Scale, Drawn by Checked by Date Project No. Sheet No.
NIA DWP DJD Apr. 2023 0634513W 2 OF 7
OWNERS fit ad br Record s Of:
LB AIV LLC in the afficia► Record
900 E. GAMELBACK ROAD, Denton Count1l 5:08 AM
UITE 1090 on: 4I2412023 9.1
T Records
SCOTTSDALE, ARIZONA 85251 in that PIA PHASE 1
RANCH
Q: KL SERVICERS LLC Doc umber: 2023-1�
r of P 00ea, 7
Numbs , �
[3455
GINEER/SURVEYOR: Amount, 424Wo0A
LEY -HORN &ASSOCIATES Orden:20230
NOEL ROADBy: PM
O GALLERIA OFFICE TOWERTE 700
LIAS. TEXAS 76240
-770-1300
: MATT DUENWALD, P.E.
dh� A a t •^ �.if
■
Upper Trinity Regional Water District Notes /
Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document #2017-156275 I / CALLED 73.81 SE ACRES ■
protection criteria: / UPPER TRINITY REGIONAL NORTH TEXAS NATURAL SELECT MATERIALS, LLC ■
/ 20' MusTANG SUD WATER DISTRICT DOC. NO.2018-106981 ■
UTILITY EASEMENT 30' ACCESS EASEMENT O.R.D.C.T.
1. The minimum depth of all pipes within the easement shall be three (3) feet from the top of J -��- a DOC. NO.2023-3331 DOC. NO.2018.15438 •
the pipe to the surface of the ground. / O.R.D.c.T. O.R.D.C.T. - - - - - - -- --- - - - - - - -
-- - - - - - - -
- - - - - - - - - - - -
- - - - - -
---------- -- ■ -----
2. The surface grade shall not be changed by more than 1 foot without written approval from 18.05' - - - _ _ _ - - ■
UTRWD. 1� O / S88052200E 2168.4`3' !- - ! _-
- V0mm" i f I. - i Lif•� i- �.GS' i i V -
3. Streets / Pavement crossing UTRWD easement must be at 90 degrees angle. All paving F"
within the easement Is at r1sk; at risk means that UTRWD will not replace paving within the (J \ ■
\ 2-HOA ■
easement IRSC \ \ ■
milted to UTRWD for review and approval. O , /
4. All crossing of the easement shall be sub S� , / / �'
8 � g 17 e � � ` 25 �1 j
5. UTRWD will not allow drilling or excavating activities and permanent structures inciudkig �,(°. �v / / ° 10 11 g) 12 13I 14 15I 16 ° ,�a \ ■ 1
fencing within the easement boundaries. /
.- cP \ \ ■
CALLED 419.1344 ACRES `'• c c o o °fo' o r/+
to 35.77 \ \ S41.05'36"E ■
6. The pipeline cannot be shut down and shall be always protected In place. KILLS AN LLC
INST. NO.2022-3017Q ? _ _ 90', 10' I.I.E. 20' B.L. 22.48 18 ^\ \ 24 129s2'-
/
landscaping within the easement require UTRWD approval. Landscaping placed / O.R.D.C.T. - - - - - -gow - - - - - - - - - - - - -
/ - --- -- -1 f `'i /
7. Adding P n9 /
within the easement is at risk; at risk means that UTRWD will not replace landscaping / /
within the easement in the event we need to the easement o< pipeline. UTRWD / 7 '�H E N S O N AVENUE 59' °• ,, e, -
Jr' ■
v'3�
will not allow deep rooted trees and other landscaping that impedes our ability to operate - _
"' s88°52'2oe4o3,-_ 19
and maintain the pipeline. j e=11°0T36" / _
° 290. y0 � s 0�•�'taF /
R=1788.50' °ter L18 / � L9
other improvements within the easement is prohibited. / L=347.32'
8. Any st uctureslfoundations or p j '�1.48
Contact UTRWD at develo ntreviewMutnad.corn or 972-219-1228 72 hours prior to CB=N20048'33"E 1 � 0� I U ■
could Interfere with 01 _ 6 / 10' U.E. $ B.L. ��>> \ \ 20 ^ D.E. W �$ D.E. j
constructing any structureslfoundations or other Improvements that I / C-346.78
UTRWD's ability to access, operate andlor maintain within the easement. / -2-1-10A► \ ■
/ 5.293 ACRES /46
reexisti dominant and superior legal and property rights. j 230,562 SQ. FT. $ r / `o s 7 / / • ' 9'►v \ 21
II its L57
9. UTRWD hereby retains a preexisting
10. No material stockpiles are allowed in UTRWD Easement / ® /'4 / L13- \ A
/ ' 1 5 �\ WE & D.E.
s are M n "l�,r 22 Las
11. Stomlwater shall drain away from UTRWD easement; no storm drainage structure 1-COMM
/ 5
allowed In UTRWD easement. RIGHT-OF-WAY /
/ 2W WE 4 / � / p 8 / 1/� r \\q;ti► •I� O� \ ° � 1�0 i"���,ga .. � \
DEDICATION / /-�
IT 23
0.9080 ACRE /
39,552 SO. FT. NlrOV42"W /
BY THIS PLAT ` 2a.6a / tom+ / 6 \ \ 01
L N61°00'58"W R=211.50' 3
a8.34' L=41.68'r l l Q� a J 3 l �•• y�'i l m' °4S a / \ d L2a 5
CB=N55°22'14"W /� / ,g{J °ar os,y \ '`�' /'' i
e=19°15'41" C1 C=41.61' 2 / j 10 / /� \ u.H.B.E.
8
R=1959.86 �� �'
e=49*23'45" / /�*'' / / •. 38.15' 4s` M ' ./ ■
L=658.86 `� �? L=162.51' W D.E �r / l I c+
�, � \ _ '22"E J / 2 �r� / / / � L15 �/ Z W
CB=N23°54'30"E hrp CB-574 25 �,� / aO J
�+ q �,? \ ` C=157.52' L51 L52 ` n 17.54 ^n�. 13, /�' `0 1 •
C=655:76' ♦ _. -- - - - -' � �+ 1 / 11
/ �. . / S13°48'5WE 1�T / 02 \ Y V
/ <�j ® ♦ 1 10' U.E: -- - 27.69' / �' L30 0.14' _ LU
VE36.12, ` ` 1-HOAR 15° N
Cy"
F4REE DRI 2 /a 1 5-
03
/ t� ' 2 ■
85.88 ` C57 / 0.278 ACRES / °'� /C) / �,..�-� 10 #�,/� ///'' ` , i ■
/1 28.73'_ 8 . J l �"W r 42,011 SQ. FT. I '56. 22 , .. �/ 3
N74°53711E `� _
e-29 2T50 :goorw
4� ° R=211.50' L62-•-�'� � ° , " H.B.E. �� � 1}gL=108.76' �` ( Leo a=10 3ii 22 20' w.E��` b S1°0432Mf20' w.E CB=S75°44'S3"E20S.s.E I R=188.50 -d L63 L=35.00' �' ` CSq t1.1Z - 27.39
C=107.5T � a1s_9o' ! .fig tSi I � � ,_,_ , �`�-` ■
IRSC CB=N85°09'37"W R=330.00' �"*.,�+ S88°55'28"E 222.15'
,.r 2.04' 7 �.
/ C-34.95' L=110.19' ` - ..N25'53'28'W 12Zf oo .ia \ ■ /
/ s34'50'55'n► CB=S89°24'24"E / a -+, :•� •.,. _ _„ ...+!'`_ - 46.71' f - ■
62.71' C=109.68'--------- `- -- "" L70 Ly /
1
Sio°09'05'E
26.28 � I c I �ry � � ■ \ �
1-COMM $ •4 92o.o0 r To u'.>`' 61P
z i I I -,.�, � � \ ■ � \ �
�ryo / ®/ ® �i�� �y'� cK 3 j f its
4.097 ACRES $ V .t E: �' ( 25.0' 25.0' I .0
178,481 SQ. FT. ;* 7.077 ACRES 1, $ " 3 .4�'os"E 120.00' �S I 14 �� ■
308,283 SCL FT. p O
N79°50'55'E i ■
r- -- 28.28 1-HOA I 13
f
/ DRAINAGE EASEMENT 4 t
s9'58'29'w ■
I f N88°44'09"W 26.29' ■ /
of S72*lVO5"W$11111°44'09 n20.00' ' 73.11' ■ /
11.96' / 29.59' i� . O ° B .
IRSC 5VIRFc'Fenrr0270AV IRSC it♦ ■ � ■ ■ ■ ■ � ■ ■ ■1 '■ ■ � � � � � ■ ■ ■ ■ ■ ■� /
i n
- - -- - REEK VILLAGE AT - _ _ N8$°13'03' W 1562.71' ■ FINAL PLAT /� �+
C 1-71-
PROVIDENCE 20-FOOT ALLEY _ EK VILLAGE AT C,H PHM�7E 7
_ ■ FOREE RANCH, - - CREEK � m
/ CAB. V, PG. 683 BLOCK I A PROVIDENCE
BLOCK A P■
� .R.D.C.T. CAB. V, P6. BLOCK B, LOTS 1-27, BLOCK C, LOTS 1-11,
154 RESIDENTIAL LOTS
P
683 ■ BLOCK A, LOTS 1-35,
/ 2 3 14 i 13 14 1ti 17 I ( 1 I I I l f I ( ( P.R.DC"T. 1 BLOCK D, LOTS 1-7, BLOCK E, LOTS 1-7, BLOCK F, LOTS 1-54,
1 I f I I 1 5 I ( 1 18 ) 19 1 20 1 21 22 I I BLOCK G�
LOTS 1-13,
i 23 ) 24 1 25 (26 1 I I i I ■ 12 OPEN SPACE HOA LOTiE
S
+ I
/ 2 COMMERCIAL LOTS,
_ _ _ _ _ - _ I I I I I I I I ( ■ 97.281 ACRES SITUATED IN THE
- - - ■ JAMES BRIDGES SURVEY, ABSTRACT N0.36
TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS
NOTES: •
based NAD 83 - Texas North Central Zone, Horizontal Adjustment to NAD 83 (1993). R
LEGEND:
-fir"- = STREET NAME CHANGE NORTH
P.O.B. = POINT OF BEGINNING
iRFC =IRON ROD W/CAP FOUND
IRSC = 5/W IRON ROD SET W/ "KHA" CAP
IRF = IRON ROD FOUND
PKF = PK NAIL FOUND GRAPHIC SCALE IN FEET
FNC. = FENCE o so eo 120
HOA HOMEOWNERS' ASSOCIATION B0
B.L. = BUILDING LINE 1" = 60' 24X36
D.E. = DRAINAGE EASEMENT
S.S.E. = SANITARY SEWER EASEMENT
W.E. = WATER EASEMENT
U.H.B.E. = UTILITY HIKE AND BIKE TRAIL EASEMENT
P.R.D.C.T. = PLAT RECORDS OF DENTON COUNTY,
TEXAS
O.R.D.C.T.= OFFICIAL RECORDS OF DENTON
COUNTY, TEXAS
R.P.R.D.C.T. = REAL PROPERTY RECORDS OF
DENTON COUNTY, TEXAS
1. Bearing system for this survey Is upon
re set where applicable and after construction. Comers will be monumented with a 518 inch iron rod with red plastic cap stamped "KHA", unless
2. All came PP
otherwise noted.
3. According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121CO405G, for Denton County, Texas and incorporated areas,
dated April 18, 2011, a portion of this property is located within Zone A defined as "Special flood hazard areas (SFHAs) subject to inundation by the 1%
flood (No Base flood Elevations determined)' & Zone AE defined as "Special flood hazard areas (SFHAs) subject to Inundation by the 1 %
does
p nui
13455 Noel Road, Two Galleria Office Tel. No. (972 ) 770-1300
Tower, Suits 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820
Scale
Drawn b
Checked
Date
2023
Pro ect No.
063451300
Sheet 7
3 OF 7
annual chance not
annual diorites flood (Base Flood Elevations determined)" If this site is not within an identified special flood hazard area, this flood statement
On occasions, greater floods can and will occur and
1" = 60,
DWP
DJD
Apr.
Imply that the property and/or the structures thereon will be free from flooding or flood damage. rare
Increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor.
OWNERS
-
flood heights may be
4. Notice - selling a portion of this addition by metes and bounds is a violation of Town subdivision ordinance and platting statutes and is subject to fines and
AIV LLC a 00 E. CAMELBACK ROAD,
Filed for Record ords Of:
in the Official Rec
&
withholding of utilities and building permits.
SUITE 1090
COTTSDALE, ARIZONA 85251
Denton County
On: 4/24/2023 9:15:08 AM
m
5. This plat does not alter or remove existing deed restrictions, if any, on this property.
TEL: (214) 577-1056
CIO: KL SERViCERS LLC
In the PLAT Records
FOREE RANCH PHASE 1
6. All lots comply with the minimum size requirements of the zoning district.
ENGINEERISURVEYOR:
DOC Number: 2023-134
Number of Pages: 7
7. This property may be subject to charges mated to impact fees and the applicant should contact the Town regarding any applicable fee.
MLEY-HORN & ASSOCIATES
13455 NOEL ROAD
Amount: 350.00
Order#:
TWO GALLERIA OFFICE TOWER
By: PM
9. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain.
SUITE 700
DALLAS, TEXAS 75240
- - - -
id
Curare Tables.
TEL: 972-770-1300
r \ \ UPPER TRINITY
UPPER TRINITY REGIONAL I \ 1, RE ZONAL WATER
WTER DISTRICT■ DISTRICT
0A CCESS EASEMENT CALLED 73.81 ACRES ( \ `---'� "- so' UTILITY EASEMENT
DOC, NO.2018-15436 NORTH TEXAS NATURAL SELECT MATERIALS, LLC ( �._•--� DOC, NO.2018-15436
Z ■ O.R.D.C.T. DOC. NO.2018-106981 I I O.R.D.C.T.
- - - - - - - - - - - - - - - - - - - _ , _ _ C)_R,Q�, T,_ APPROXIMAT1:100-YEAR
--------------------------------------J W - --- - I FLOODPLAINPERMAP
W ■ ------------- �- NO. 48121CO405G MAP 112'1RF
- - . _ _ _ _ I I REVISED APRIL 18, 2011
- S88°52'20"E 2168.43' - -�. (ZONE A)
W ��' �3 �01lAr aAl' �T71' . "l3.�3'' .�-.
\ 2-HOA 4 W ■ I 20' S.S.EI'l
1 I 18 I 17 \ ` 25I 26 27 28I 29I 30 I 31 32 •''/ 33 I W ( 153 8337"E
\\ y �I �I �I I �I o . I I
®VL
I N
/ \ ■ / °� S88°52'20"E 303.90' / o $ r�
�' � I 3 HOA 1 fJ R,
KEY MAP -� N.T.S.
FUTURE
FUTURE
PHASE
\ 19 \ / I- O L O �Q 1'<T �� \ 34 // N I� I ( g $"� LEGEND:
/ N1°0T40"E a ) }�" I 1.228 ACRES ( pQi O .AN
\ / I 0 ypo 25.00' �° - - - - �' 50.0' I Na9.5r5o"w 117 r � (o I 53,482 SO. FT. I -.r = STREET NAME CHANGE
1 -------------
2O P.O.B. =POINT OF BEGINNING NORTH
W.E & D.E.D7.29
♦ \ D. � I - / I �517°4232"W IRFC =IRON ROD W/CAP FOUND
2-HOA\ \ / / ■ 1.569 ACRES Lem I 1 I / 35 ( ( , 151.84' IRSC = 5/8" IRON ROD SET WI"KW CAP
s1
2-HOA * > %1 / 66,350 SQ. FT. 2•1-10A
21 ■ L57 _ .�'' 20' D. �/ I (- 1 IRF - IRON ROD FOUND
® 'C 10' u.E;_ ..._ -- - - �" J 10.06',I I FNC. FENCE FOUND
/ 0�\ / ■ t\ _ _ _ _ _ I TRACT NO. L-1004E GRAPHIC SCALE IN FEET
\ / ■' 15e< t 24.18' ... ,� ••' L59 ,..^L82 LIo I I AREA SUBJECT TO ELEV.OF HOA = HOMEOWNERS ASSOCIATION 0 30 a 120
5 \ '� W.E & D.E. \ .- 6 U' �. �1 1 / 53T AND BELOW B.L. = BUILDING LINE eo
MR M
22 L89 .• 2.74' \ L69 I ' I FLowaGE EASEMENT D.E. = DRAINAGE EASEMENT
.\ \ / ■ <'' C5?___ __ - - -Q- -- - ` IRSC �` { , VOL. 427, PG. T.1
44 S.S.E. =SANITARY SEWER EASEMENT 1" = 80' 24X36
�" 'o_ _'- 1 7' _ `�
\ ♦ FOREE DRIVE
W.E. = WATER EASEMENT
o
4 \\ \ 23 � '� 'R � IRSC ° � " � U.H.B.E. =UTILITY HIKE AND BIKE TRAIL EASEMENT
\ �i \ ■' 53g. \\ _ cps �p _ _ , g,1,. \ s' IRSC S12°49'44"W I &=14 22 32
+ - -' f w o.oT 11s:6 - .� 60.00' R=900.00 TEXAS P.R.D.C.T. =PLAT RECORDS OF DENTON COUNTY,
�.. \ / �� ,.� - c t 1' 7 err I I L=225.81' ' O.R.D.C.T.= OFFICIAL RECORDS OF DENTON
\ �7\ i I T CB=S69°59'01 "E COUNTY, TEXAS
3 ® \ \ \ \ i' / ' ■ \ ^" \ o I \ I \ �$T ` { R.P.R.D.C.T. = REAL PROPERTY RECORDS OF
%� \ o \4'a �� C=225.22' ` I DENTON COUNTY, TEXAS
/ \ ■ �,� �� 5, \ 1-HOA L U Z I 1 li1 \ I 5 2a�. `i
/ \ / \ ,\ ® `'�' U.H.B.E. ' A = BLOCK DESIGNATION
U.H.B.E. `> I 1
�'i ■ S41 04'S2"E I $ '52, eWw 120: \ \ ( D.E. I ^• �� IRSC o \ 1� t a 1.367 ACRES N- I I S62 4745 E�
2 7 /. sss5 59,556 SO. FT. Li.. 2 ® o , , �` ` 1 oU.98' NOTES:
/ ° io°w Q I < P \
/ P / �' ■ 30 os I \ \ I I� \ 1. Bearing system for this survey is based upon NAD 83 -Texas North
` Central Zone, Horizontal Adjustment to NAD 83 (1993).
/ '�'r0 ' ■1 S49*11'59"E
/ / ■ 71.33' 1 ' \
\ ■ ,� I 3 4 \ 1 I I ```� 2. All comers set where applicable and after construction. Comers will be
00 \ 1 15'r ,,, 3S388091o"W \ i monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA",
.• �/ \ \ �I 1 N89°50 1y 120. ' ' 1 I I, \
r�'� t
�, ,� � �� � ,� \ \ '' ■ � �✓ I 1 u.H.B.E. � �� � unless otherwise noted.
�,,,. / ,/ �� / \ ■ Z I 201
3. According to Federal Emergency Management Agency's Flood Insurance
,. J !� i 1 ■ E ,^ 2-HOA ) 51 1( \ Rate Map No. 48121C0405G, for Denton County, Texas and
■2 ^ . ! ° I N, \ t 11 \ incorporated areas, dated April 18, 2011, a portion of this property is
✓� 1 ^�;/ I I I , located within Zone A defined as "Special flood hazard areas (SFHAs)
�� 1 L 1 I ■ poi~ / 25.V 2s.0' I ~ ) I j I subject to inundation by the 1 % annual chance flood (No Base Flood
® I ■ 3 Elevations determined)" & Zone AE defined as Special flood hazard
,. '' 4 / ,; I j I I 2-HOA 1r
; areas (SFHAs) subject to inundation by the 1 % annual chance flood
"'I(Base Flood Elevations determined) If this site is not within an identified
-r,' - " •� �\ / 4 I I I I / I _ M l special flood hazard area, this flood statement does not imply that the
1 ■ Z� / s / I s59°3T52"E I I 1� property and/or the structures thereon will be free from flooding or flood
7.8E / ^� 1 50.36' I N damage. On rare occasions, greater floods can and will occur and flood
�, sed b man-made or natural causes. This flood
2 I 1 ■�S `� •� � 6 ^ � � I II � \ �) r°o,., t heights may be increased y
u; ° °
- - (" ' �ii �r / CD
7 S6 $906'53 E ( / / / / statement shall not create liability on the part of the surveyor.
M� �$ �` �\'V `� / o / o / % % % \ 4. Notice - selling a portion of this addition by metes and bounds is a
/ / violation of Town subdivision ordinance and platting statutes and is
3 I DC1�,Q`�� '* / % / 4 / / // ` C subject to fines and withholding of utilities and building permits.
g V �„t tR A 6 I I I I ■ °w/ �/� '\ / N / / nn ° °, / y� / / ~ 1 0 5. This let does not alter or remove existing deed restrictions, if any, on
p► 1� O " I I I I 1 j ° ti o 9�3�s� �n� �� c /l / / \ \ / `� t this property.
■ 13 `� F 4�3 z / 5 0 / l l f i
4 I 1 I ■ �37• h / `� / CALLED 419.1344 ACRES ` fi f 6. All lots comply with the minimum size requirements of the zoning district.
° ° 3 �/ C ` and the
1 I I ■ 2s: s 29°w 12 0� '`► ��, >?;"H'r / / / KL.LB AN LLC
/ 7. This property may be subject to charges related to impact fees a
- - UFO ♦ 3.16' ) / /N, INST. NO.2022-30170 I
PB I ■ ° ^ �� % /% / // / O.R.D.C.T. J applicant should contactthe Town regarding any applicable fee.
11 /
I ■�■��fil' 25.24 6 / /o / �� ' `� `
9. Minimum finished floor elevations are at least 2 feet above the 100 year
IRSC �ME■NON N■/■�
■ I i 15 10 a.a7 �'. / % // , �/ / flood plain.
IRSC /
/ ■ I 1+ 9 / Z 17. i I / \ / I 10. See sheet 2 for Lot Areas and Line/Curve Tables.
CREEK VILLAGE AT ■ I I ``
I � y � / / � � ��
■ I `'�s">�120.,>b' " 7 ! a N84°44'52"W 19�`} ' � /
PROVIDENCE
CAB. V, PG. 683 ® I I / 4 W N r?
P.R.D.C.T. ■ 1-HOA I I I 16 r it 3ts5 �4 u)
• ENT 8 ®..- .� °"'- /+ a / N TRACT NO. L-1004E Upper Trinity Regional Water District Notes
/ DRAINAGE EASEMENT I i / O ��, O / AREA SUBJECT TO ELEV. OF
■ I I I N °aa 120. -•. / `/ I I /� / ' FLOWAGE EASEMENT Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document #2017-156275
■ "1 N56.12'06"E I I / / voL..R.D PG. 144 protection criteria:
W tMi ■ I I I ', / , t ,•+p 32 - 51.74' I I/ D.R.D.C.T.
35 Z I N76°oTo2'W ! I / c 1. The minimum depth of all pipes within the easement shall be three (3) feet from the top of
J ■ ` I " 17 $ APPROXIMATE 100 YEAR
W ■ I FLOODPLAIN PER MAP 4. 31.23 / U18 PIPe to the surface of the ground.
I ( NO. 48121 C0406G MAP
■ tT'-T- REVISED APRIL 18, 2011 (A ■ .�-„/ 2. The surface -grade shall not be changed by more than 1 focal without writtenr approval from
(ZONE A) P, 2-HOA UTRWD.
/
36 W■ '� / 3. Streets / Pavement crossing UTRWD easement must be at 90 degrees angle. All paving
N■ i 00 I ® I `� \ 20' S.S.E within the easement is at risk, at risk means that UITRWD will not replace paving within the
1 W I 2-HOA I� *%y4s6"W10'E / // easement.
N88°44'09'W 125. ,n ;
._ �. � D.E. _
63. 7 / m 3
IRSC
■ I I h I �` I-� ` "� �Tl° 4. All aossing of the easement shall be submitted to UTRWD for review and approval.
sg � I N °44'f 'W 12000' "14.,� / 5. UTRWD will not allow drilling or excavating activities and permanent stnlctures Including.
N88• 'oe'w 125. \ 8' / / fencing within the easement boundaries.
11 1 ----
I I I ♦� ^ ~"�,\ �f / / - 8. The pipeline cannot be shut down and shad be always protected in place.
° --r-
i
38 6 I I I 18 ¢' 23 - I l
I 24 � I / 7. Adding landscaping within the easement require UTRWD approval Landscaping placed
' ■ I I I s) / within the easement Is at risk; at risk means that UTRWD will not replace landscaping
I _ •44�9 V�12 N °44'09'W 120.W 22 within the easement in the event we need to access the easement or pipeline. UTRWD
■\ o will not allowclasprooted tress and other landscaping that Impedes our ability to operate
IIII I a\$z r.------- �\ ° •dam ' I �40.0 $, 23"1N and maintain the pipeline.
F
39 ` 7 m 1 19 IRSC S. Any structuresNoundd:
afms or other improvements within the easement Is prohibite
N88°4a'09"w 125.00' I I 1 / / c32 S \ 1 1 Conted UTRWD at developmenteviewdutrwd.c om o r 972-219-1228 72 hours prior to
I - - ■ - .- "w !9Ns9°44V 21 / ,� 25 1 1 N8'o5'07°w I constructing any structureslfoundations or other Improvements that could Interfere with
L4I I Iw iz0:oo' / y , g0� \ \ ,� a 1 313.70' 1 UTRWD's ability to access, operate and/or maintain within the easement.
40 $ SEEM■ 0.f1f*oss�mm/'■ ■EMNO■ ■�/�����f■�f■�/��■
■ ■ / ■ ■ ■ ■ 1' ■ i♦ ■ / > 1 � 9. UTRWD hereby retains all Its preexisting dominant and superior legal and property rights.
26 1 � I MATCH LINE
20 /' `('i r , Q�f _ \ \ i 1 { 1 SEE SHEET 5 10. No malarial stockpiles are allowed In UTRWD Easement.
v \ ` \ 1 no storm d structures are
,I BLOCK A 41 9 I I I � �� , ,� � 1 � t 11. S�mlwater shell drain away from UTRWD easement, drainage
27 1 1 1 allowed In UTRWD easement.
y }
FINAL PLAT
FOREE RANCH, PHASE 1
154 RESIDENTIAL LOTS
BLOCK A, LOTS 1-35, BLOCK B, LOTS 1-27, BLOCK C, LOTS 1-11,
BLOCK D, LOTS 1-7, BLOCK E, LOTS 1-7, BLOCK F, LOTS 1-54,
BLOCK G, LOTS 1-13,
12 OPEN SPACE HOA LOTS ..�
2 COMMERCIAL LOTS ,
97.281 ACRES SITUATED IN THE
JAMES BRIDGES SURVEY, ABSTRACT NO.36
TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS
K01 Horn
13455 Noel Road, Two Galleda Office Tel. No. (972) 770-1300
Tower, Suite 700, Dallas, Texas 75240 FIRM # 101155M Fax No. (972) 239-3820 9
Scale Drawn by hC edced by Date_ P ect No. Sheet No. 9
1" = 69 DWP DJD Apr. 4 OF 7
OWNERS Filed for Record
LB AIV LLC in the Official Records Of:
6900 E. CAMELBACK ROAD, Denton County
SUITE 1090 On: 4/24/2023 9:15:08 AM m
SCOTTSDALE, ARIZONA 85261 In the PLAT Records
TEL: (214) 677-1056 FOREE RANCH PHASE 1
CIO: KL SERVICERS LLC Doc Number: 2023-134
Number of Pages: 7
ENGINEER/SURVEYOR: Amount: 350.00
IMLEY-HORN & ASSOCIATES Order#:
13455 NOEL ROAD By: PM
TWO GALLERIA OFFICE TOWE ig
SUITE 700
DALLAS, TEXAS 75240 -- -
TEL: 972-770-1300
C/O: MATT DUENWALD, P.E.
■ MEMO@ ons.sommumm an MESON MENNEN MEMO woon
0 M MIN ammommom c 11 � I � IRSC MATCH LINE
_.nW44WW 14.00. 1 1 . 1 25 SEE SHEET 4
Uil mr,"Pom 21 1 1 NB-OSWV
lui 120.00' '(�_�313.70' , j
40 8
4Q9°tL1125. i J 26
20'V S.S.E
& 2
20 N.3V U.H.BE.
A
-4BLOCKA 41
9
W ftW44M9%V 12 .1 25.0' 25.0' V, 27
-V
2 rn
k MUSTANG
SUDS.S.
6 E
10 I I 4 _1 n. W.
C59 5
V 12UM 10 U.E. 28 !T
0 TP
% 4 q I X 0
43 r 20'
LEGEND: Nall 4j_W11.1 L35
UD 29 IRSC TRACT NO. L-1003E
t -amp- = STREET NAME CHANGE
2 AREA SUBJECT TO ELEV, OF
12 11 7 W I P.O.B, = POINT OF BEGINNING
0 To- C) 53r AND BELOW
1. FLOWAGE EASEMENT I IRFC = IRON ROD W/CAP FOUND `NORTH
VOL. 414, PG. 155 Upper Trinity Regional Water District Notes
.125.00' 1 1 1 0 h- 30 1 D.R.D.C.T. IRSC = 51W IRON ROD SET W1 *KW CAP
8 S Document #2017-156275 IRF = IRON ROD FOUND
ui Upper Trinity Regional Water District (UTRWD) Exclusive Easement Docume PKF = PK NAIL FOUND
Z I S0.0 - protection criteria:
45 13 CL FNC.= FENCE
GRAPHIC SCALE IN FEET
9 HOA = HOMEOWNERS' ASSOCIATION -0 30 60 120
W44M*WdfflL_12 ' I loe L66 The minimum depth of all pipes within the easement shall be three (3) feet from the top of B.L. BUILDING LINE so
6.82 the pipe to the surface of the ground. D.E. DRAINAGE EASEMENT
10 S.S.E. = SANITARY SEWER EASEMENT 10 W @ 24X36
46 r 14 The surface grade shall not be changed by more than I foot without written approval from W.E. WATER EASEMENT
6.82
UTIRWD.
U,H.B,E. UTILITY HIKE AND BIKE TRAIL EASEMENT
Bff!:JIJ:09'1217A SE I All paving
2VS... P.R,D.C.T. _PLAT RECORDS OF DENTON COUNTY,
Nkn IN- 3. Streets / Pavement crossing UTRWD easement must be at 90 degrees angle.
12 2V W.E. within the easement Is at risk; at risk means that UTRWD will not replace paving within the TEXAS
J OFFICIAL RECORDS OF DENTON
00 easement.
15 ool COUNTY, TEXAS
4. All crossing of the easement shall be submitted to UTRWD for review and approval. R.P.R.D.C.T. = REAL PROPERTY RECORDS OF
13 DENTON COUNTY, TEXAS
1 W U.E. IRSC
16
5. UTRWD will not allow drilling or excavating activities and Permanent structures Including BLOCK DESIGNATION
lancing within the easement boundaries.
loop
Z
W S3405Y02NE 6. The pipeline cannot be shut down and shall be always protected In place. NOTES:
WN / % 175.16' 7. Adding landscaping within the easement require UTRWD approval. Landscaping placed...1. Bearing system for this survey is based upon NAD 83 -Texas North
Cl) within the easement is at risk; at risk means that UTRWD will not replace landscaping
49 17 CALLED 419.1344 ACRES Central Zone, Horizontal Adjustment to NAD 83 (1993).
1-HOA within the easement In the event we need to access the easement or pipeline. UTRWD
WKLLB AN LLC will not allow deep rooted bees and other landscaping the Impedes our ability to operate construction. Comers will be
A88MdN_-WI80.3.L INST. NO. 2022-30170 and maintain the pipeline. 2. All comers set where applicable and after
Z � J 2e.W
J5 \1 2(r W.E. O.R.D.C.T. 2-HOA monumented With a 5/8 Inch Iron rod with red plastic cap stamped *KHA",
-2.27 2.998 ACRES 8. Any structures/foundations or other improvements within the easement is prohibited. unless otherwise noted.
18 130,580 SQ. FT. POINT FOR Contact UTRWD at develooniontroviewdutrwd. or 972-219-1228 72 hours prior to
'i / 4 CORNER constructing any structures/foundations or other Improvements that could Interfere with 3. According to Federal Emergency Management Agency's Flood Insurance
"o UTRWIYs ability to access, operate and/or maintain within the easement. Rate M for Denton County, Texas and
Map No. 48121CO405G,
N incorporated areas, dated Apnil 18, 2011, a portion of this property is
BLOCK A 0�0 9. UTRWD hereby retains all Its preexisting dominant and superior legal and property rights. located within Zone A defined as "Special flood hazard areas (SFHAs)
P '49 J
19
01 10. No material stockpiles are allowed In UTRWD Easement. subject to inundation by the 1% annual chance flood (No Base Flood
SO N88"42'28NW Elevations determined)" & Zone AE defined as "Special flood hazard
T$°' // ti / .; >> < Sot structures
00 allowed In UTRWD easement. (Base Flood Elevations determined)" If this site is not within an identified
38.1 V 11. Stormwater shall drain away from UTRWD easement no storm drainage s we areas (SFHAs) subject to inundation by the 1% annual chance flood
52 C21 \ es 31 IN special flood hazard area, this flood statement does not imply that the
20 N16*4ME 2W S.S.E property and/or the Structures thereon will be free from flooding or flood
36 & 2W I.I.H.S.E. damage. On rare occasions, greater floods can and Will occur and flood
U1 7_362 "'"k UPPER TRINITY heights may be Increased by man-made or natural causes. This flood
40 .41 REGIONAL WATER statement shall not create liability on the part of the surveyor.
111- 53 N 33.31- 1 1 , I i
5Z 0 . DISTRICT
W a (J 21 0 16.. C27 W UTILITY EASEMENT
15 IL N DOC. NO. 20174156275 4. Notice - selling a portion of this addition by metes and bounds is a
25.01 250 9. O.R.D.C.T.
C14 violation of Town subdivision ordinance and platting statutes and is
> > > di z __7=44-9E iTS.R- *Mlom 125,00' subject to fines and Withholding of utilities and building permits.
ro POINT FOR CORNER
W 99 54 22
NJ IL 4C 14 Uj C" 2.0T 5. This plat does not alter or remove existing dead restrictions, if any, on
ti LO :J 1 33 % 96
V_ I W /-P---C25 % P.
'dWFE TM b 1 this property.
S88 T5. I'l " - -Al'Oey 125,0V I
to - IV U.
Z TO 1�_ 2-HOA N14*257VE
1 93 9-1 b - Z 00 /___ 6. All lots comply with the minimum size requirements of the zoning district.
IF 776.31
;F 1 9
Z 34 E TRACT NO. L-1002E
1 !8 2V D.E. FLOWAGE 7. This property may be subject charges related impact Teas and the
W4-4'6V-E i2_5.0V ft88:eC"V 125,0V EASEMENT applicant should contact the Town regarding any 'applicable fee.
POINT FOR CORNER VOL. 427, PG, 395
24 41.1 AMENDED IN
3.0 lid VOL. 437, M. N 9. Minimum finished floor elevations are at least 2 feet above the 100 year
56 36 D.R.D.C.T.
-§Wrr,rRt iWo R t "I A/ flood plain.
T:lr45_'W S8*06111"E
20. 40.02' 21Y 10. See sheet 2 for Lot Areas and Line/Curve Tables.
25 U.H.B.E. CALLED 419.1344 ACRES
KLLB AN LLC
36 1 , I FINAL PLAT
SI9'=3rE INST. NO. 2022-30170
.11 12M M 'e-1 1�tl Idlo.or O.R.D.C.T. FOREE RANCH, PHAS E I
100o, TRACTNO.0002E
26 FLOWAGE 154 RESIDENTIAL LOTS
1.82' EASEMENT /I /p
37 VOL 427 PG 395 BLOCK A, LOTS 1-35, BLOCK B, LOTS 1-27, BLOCK C, LOTS 1
POINT FOR CORNER _54:
0.0 AMENDED IN BLOCK D, LOTS 1-7, BLOCK E, LOTS 1-7, BLOCK F, LOTS 1
23.3 44 VOL. 437, PG. 88 15.27 ACRES I
D.R.D.C.T. BLOCK G, LOTS 1-13,
27 19.4"4 ;A THE UNITED STATES OF AMERICA 12 OPEN SPACE HOA LOTS
1-HOA --- -P VOL. 2565, PG. 185 2 COMMERCIAL LOTS
304' _ D.R.D.C.T. 97.281 ACRES SITUATED IN THE
JAMES BRIDGES SURVEY, ABSTRACT NO. 36
L U
2& MUS-AINGT 2-HOA TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS
jWl su
p
"82%1yW_33T6-41 _J 23.915 ACRES
-ft. 1,041,726 SO. FT. co
Le
20, SANITARY SEWER �31 WrOS.V Ki" Horn
117�-41_ a y Tel, No. (972) 770-1300
EASEMENT 1,;�, 13455 Noel Road, Two Galled
18 DOC. NO� 2004-51031 86.0--, Tower, Suite 700 75240 FIRM 10115500 Fax No. (9 2) 239-3820,1
DOC. NO. 2004-11001 1W U.H.B.E. 2V MUSTANG Dallas, Texas No.
O.R.D.C.T. APPROXIMATE 100-YEAR SUD S.S.E Drawn by Checked by Date Prolect No. I Sheet
FLOODPLAIN PER MAP NO. INT FOR CORNER
'1� Scale DWP DJD Apr. 7
48121CO405G MAP REVISED 11"= 60'
17 APRIL 18,2011 (ZONE A) .0p S34015'01"E -
*** .00 160.4Z OWNERS Filed for Record
IKLLB AIV LLC In the official Records Of:
20! 0 E Sam 6M E. CAMELBACK ROAD, Denton County
mommommmomm NEW WE MATCH LINE SUITE 1090 0 9 M16MMEMEMEEME W*� mommoommummomimmmm
EMN\Ipm*�EEMEM N. 85251 On: 412412 23 :115:08 AM
SCOTTSDALE, ARIZONA
- ,a,,...___ - - - - - - - - - - - - SEE SHEET 6 TEL: (214) 577-1066 In the PLAT Records
7;�C/O: KL SERVICERS LLC FOREE RANCH PHASE 1
Doc Number: 2023-134 LO
CALLED 419.1344 ACRES Number of Pages: I
2-HOA e*p X
KLLB AN LLC S69*2 ENGINEER/SURVEYOR:
INST. NO. 2022-30170 KIMLEY-HORN & ASSOCIATES Order#:
144.32' 13455 NOEL ROAD
'34'31 O.R.D.C.T. POINT FOR CORNER 1% W
13 7s 14%. 6'08"E Amount: 350.00
PORTION OF RN TWO GALLERIA OFFICE TOWES By: PM
4% N SUITE 700
*IV 70'&/y 2V SANITARY SEWER EASEMENT POINT FOR CORNER DALLAS, TEXAS 75240
15
QF DOC, NO. 2DO4-51831
TEL: 972-770-1300
DOC. NO. 2004 -119MI
r% D r% r C/O: MATT DUENWAILD, P.E.
\ ,\ � 1f�Ei.4 MATCH LINE SEE SHEET 5
■■■U■a ■■>!■ ■■I■■��■■t/■�■■��■■■ ■� ■ ■■■mo■■m■u■ ■w ■ ■■ ■�■■'VN■■NN■■>•■�,■ir•�,�I�i■■ ■■r■I�■■W�■■n■ A■■■■�IlrwW 0r.a a■■E 00■00 0■■■0■00■0■n■0■0N00■0■0■■0■00 00000E0
16 I ♦ q '►,� �- - - - �- "�"' - - - -- - ...,.E \ \
2-HOA CALLED 419.1344 ACRES
KLLB AIV LLC
�' \ ® '�► N75",3 INST. N0.2022-30170 ,` \ S69026'08"E
15 I \ \ ` 1`�r�D� %l PORTION OF O.R.D.C.T. POINT CORNER �� 144.32�
\ ` J V
`.". "/ �• Vy 20 SANITARY SEWER EASEMENT
DOC. NO.200"1831 "A POINT FOR CORNER 6��
`' w .` _ ` S ` �► 1 DOC. NO, 2004119561 ' [�
-__ - ___.......- -
ABANDONED BY THIS PLAT \\ \ - -- - - - - _ IQ8'UTO�"1 _ _ - J S50005'29"E , p S V �v, !1 '
I -
--- - R
,� -- \-------- --��_ _ _ 133.38 ,1 p
r-- - - ---� ------ - - - p
POINT FOR CORNER
20'SANITARY SEWER , \ 20 S.S.E S88°OTO6'E I I I\
UPPER TRINITY REGIONAL EASEMENT `f� 4 45.00' I I
_ _ I WATER DISTRICT DOC. NO.2004.51831 , \ ' °0T05"4V 270.00 m
I W UTILITY EASEMENT DOC. NO. 2004-119561 \ \ • 45. v? r
�i I
DOC. NO.2017-156275 O.R.D.C.T. w)
BLOCK I 12 i O.R.D.C.T. / \`� - �,� 45 46/,.,
"1 /4 S21 16 04 E
r-- =-- - - -- --- --- --- --- 2-HOA _ J////-148.63.
1 Al 7 42 43 _ 1 ���•
! � 38 39
i I 40'TEMPORARY r ° ,� N .�`
11 ACCESS EASEMENT i i ° °
DOC. NO.2004-51832 .41' 2 / i z 14.10 1
O.R.D.C.T. B.L ! / POINT ..
/•`'`� ` _ I �' {, - - _1ZLI.E _, - - 2.92' [ ` �°. I 3U,D S.S.E
NG '
I i ? ��. •-45,W._ 41iS� ` i ' , ` I /{rot ` .°. i
20'S.S.E.� �- TRIPLE C n A-� �'�+ c� ;,;�..� a hr��'�
4 I I 2-HOA i _ ROWN COUR I f
N1'52'S5'E a8 .
_ _� 25.00' 28.or i 1`1-2aD.E: S26°04'04"E
ilY W a0 I I 8.729 ACRES 2.a N88 0705'W 392.08 -
Nl Z F; CM ! 1 380,247 SQ. FT. I I �' 4,� a�/ 1 2-HOA 1 % 104.35
Z .1006 I I
i ._--i �--_ , , POINT FOR
� � d � I I 20' W.E. I /1/ I r 1rFTJ� - '- -' _ -- .._ - - - - / ,�- � I
1(� �' 20' B.L.- - - CORNER
0 . W I I CALLED 419.1344 ACRES - i29. )
�. d KLLB AIV LLC nt LL c
0. I I INST. N0. 2022-30170 RIGHT-OF-WAi i W 53 i ;'
a I i O.R.D.C.T. I I I I1 52 51 50 49 48 w 47� f, I �j 1 ° w
z I 1 DEDICATION 5 u.e m a '� N d 4 L S11 0618 E
I iv I ui �' ,�'� 20' SANITARY SEWER98.$2'
I I 2.1760 ACRES I z I j Z ® z I `� �, ) EASEMENT 2ooa 51a31 // ed/
94,788 SO. FT. I I o 1- _Doc. N0. 2004 119561 / POINT FOR
. .r.W O.R.D.C.T. /-" '' _ _ _
I EiY THt3 PLAT /.� w ` 45.00' 00• 4 CORNER
..�.,.� y,�y {y" air -•`-� J-- - - - -�� -
;.6T� s/ - 24.18 S47°20'44"E
11.31' Pia I ( 5' uE 116.06
ammummus anr-- - - - - - - - ------
_ FISH TRAP ROAD Nss�or'05"W 161426�." -�, -..�.u..'�'-.. --
s
- - ----' -- (A VARIABLE WIDTH RIGHT-OF-WAY)
50' MULTI -LINE WATER &FIBER OPTIC
EASEMENT -TRACT 2" PKF
- DOG. NO.2004.47929, O.R.D.C.T.- _
R
Upper Trinity Regional Water District Notes
Upper Trinity Regional Water District (UTRWD) Exclusive Easement Document
#2017 156275 protection criteria:
1.
The minimum depth of all pipes within the easement shall be three (3) feet from
the top of the pipe to the surface of the ground.
2.
The surface grade shall not be changed by more than 1 foot without written
approval from UTRWD.
o
LEGEND:
3.
Streets / Pavement crossing UTRWD easement must be at 90 degrees angle. All
+w•- = STREET NAME CHANGE
paving within the easement is at risk; at risk means that UTRWD will not replace
P.O.B. = POINT OF BEGINNING
NOTES:
paving within the easement.
IRFC = IRON ROD W/CAP FOUND
IRSC = 5/8" IRON ROD SET W/ "KHA" CAP NORTH
1. Bearing system for this survey is based upon NAD 83 - Texas North
4.
All crossing of the easement shall be submitted to UTRWD for review and
IRF = IRON ROD FOUND
Central Zone, Horizontal Adjustment to NAD 83 (1993).
approval.
FINAL PLAT
a
PKF = PK NAIL FOUND
FO RE E RANCH PHASE 1
FNC. = FENCE
2. All comers set where applicable and after construction. Comers will be
5.
UTRWD will not allow drilling or excavating activities and permanent structures
!
m
HOA = HOMEOWNERS' ASSOCIATION
monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA",
Including fencing within the easement boundaries.
154 RESIDENTIAL LOTS
B.L. = BUILDING LINE GRAPHIC SCALE IN FEET
600 � so1zo
unless otherwise noted.
BLOCK A, LOTS 1-35, BLOCK B, LOTS 1-27, BLOCK C, LOTS 1-11,
�
D.E. = DRAINAGE EASEMENT
=
6.
The pipeline cannot be shutdown and shall be always protected in place.
BLOCK D, LOTS 1-7, BLOCK E, LOTS 1-7, BLOCK F, LOTS 1-54,
S.S.E. SANITARY SEWER EASEMENT
3. According to Federal Emergency Management Agency's Flood. Insurance
BLOCK GLOTS 1-13
n
W.E. =WATER EASEMENT 1" = 60' @ 24X36
W.E. E. =UTILITY HIKE AND BIKE TRAIL EASEMENT
Rate Map No. 48121CO405G, for Denton County, Texas and
7.
Adding landscaping within the easement require UTRWD approval. Landscaping
, ,
12 OPEN SPACE HOA LOTS
�
P.R.D.C.T. = PLAT RECORDS OF DENTON COUNTY,
incorporated areas, dated April 18, 2011, a portion of this property is
"Special
placed within the easement is at risk; at risk means that UTRWD will not replace
2 COMMERCIAL LOTS
TEXAS
located within Zone A defined as flood hazard areas (SFHAs)
landscaping within the easement in the event we need to access the easement
97.281 ACRES SITUATED IN THE
O.R.D.C.T.=OFFICIAL RECORDS OF DENTON
subject to inundation b the 1 % annual chance flood No Base Flood
1e Y (
or pipeline. UTRWD will not allow deep rooted trees and other landscaping that
JAMES BRIDGES SURVEY, ABSTRACT NO.36
COUNTY, TEXAS
"
Elevations determined & Zone AE defined as "Special flood hazard
impedes our ability to operate and maintain the pipeline.
TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS
R.P.R.D.C.T. = REAL PROPERTY RECORDS OF
areas (SFHAs) subject to inundation by the 1% annual chance flood
DENTON COUNTY, TEXAS
(Base Flood Elevations determined)" If this site is not within an identified
8.
Any structuresffoundations or other improvements within the easement is
ibfted Confiact UTRWD at develo mentreviewCdtutrvvd aom or 972-219-121J8
= BLOCK DESIGNATION special flood hazard area, this flood statement does not Imply that the
property and/or the structures thereon will be free from flooding or flood
dam a On rare occasions neater fioods can and Will occur and flood
as . F g
heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
4. Notice - selling a portion of this addition by metes and bounds is a
violation of Town subdivision ordinance and platting statutes and is
subject to fines and withholding of utilities and building permits.
5. This plat does not alter or remove existing deed restrictions, if any, on
this property.
6. All lots comply with the minimum size requirements of the zoning district.
7. This property may be subject to charges related to impact fees and the
applicant should contact the Town regarding any applicable fee.
9. Minimum finished floor elevations are at least 2 feet above the 100 year
flood plain,
proh p
72 hours prior to constructing any structures/ftsundatlons or other improvements
that could interfere with UTRWD's ability to access, operate and/or maintain
the easement.13455
by preexisting dominant and superior legal and
9. UTRWD here retains all its
property rights.
lLey))) amimwithin
Noel Road, Two Galleria Tel. No. (972) 770-1300
Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. 972.239-3820
( )
Scale
Drawn by
Checked by
Date
Project No.
Sheet No.
1" = 60'
DWP
DJD
Apr. 2023
063451300
6 OF 7
10. No material stockpiles are allowed in UTRWD Easement.
11. Stormwater shall drain away from UTRWD easement; no storm drainage
OWNERS
Filed
Filed for Record
Record
structures are allowed in UTRWD easement
KLLB AIV LLC
the Or Records Of:
6900 E. CAMELBACK ROAD,
Denton County
SUITE 1090
0n: 4/24/2023 9:15:08 AM
O0
SCOTTSDALE, ARIZONA 85251
In the PLAT Records
TEL: (214) 577-1056
FOREE RANCH PHASE 1
C/O: KL SERVICERS LLC
Doc Number: 2023-134
Number of Pages: 7
ENGINEER/SURVEYOR:
Amount:3N.00
KIMLEY-HORN & ASSOCIATES
Order#:
13455 NOEL ROAD
By: PM
S
TWO GALLERIA OFFICE TOWS
�i
SUITE 700
DALLAS, TEXAS 75240
-- - ---- ---
10. See sheet 2 for Lot Areas and Llne/Curve Tables. TEL: 972-770-1300
LI C/0: MATT DUENWALD, P.E.
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OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS KLLB AIV LLC is the owner of a tract of land situated in the James Bridges Survey, Abstract No. 36, Town'
of Providence Village, Denton County, Texas and being a portion of a called 419.1344 acre tract of land described in the
Special Warranty Deed to KLLB AIV LLC, recorded in Document No. 2022-30170, Official Records, Denton County,
Texas (O.R.D.C.T.), and being more particularly described as follows:
BEGINNING at a 5/8-inch iron rod with plastic cap stamped "KHA"found at the northeast comer of the Creek Village at
Providence, an addition to the Town of Providence Village, Denton County, Texas, according to the plat thereof recorded
in Cabinet V, Page 683, Public Records, Denton County, Texas (P.R.D.C.T.);
THENCE North 88°13'03" West, with the north boundary line of said Creek Village at Providence, at a distance of 270.46
feet passing a 5/8" iron rod with yellow plastic cap stamped "Petitr found for the northwest comer of Lot 23, Block A, of
said Creek Village at Providence, and continuing with the north boundary line of a 20 foot alley as dedicated in said
Creek Village at Providence, a distance of 1,562.71 feet to a 5/8-inch iron rod with red plastic cap stamped "KHA" set for
the southwest comer of said 419.1344 acre tract, in the east right-of-way line of F.M. Highway No. 2931, (a variable width
right-of-way);
THENCE North 33932'20" East, with the east right-of-way line of said F.M. Highway No. 2931, a distance of 241.57 feet to OWNER'S DEDICATION
a 5/84nch iron rod with red plastic cap stamped "KHA" set for comer at the beginning of a tangent curve to the left with a STATE OF ARIZONA §
radius of 1959.86 feet, a central angle of 19°1541", and a chord bearing and distance of North 23°54'30" East, 655.76
feet; COUNTY OF MARICOPA §
THENCE in a northerly direction, continuing with said east right-of-way line and said curve to the left, an arc distance of SURVEYORS CERTIFICATION
THEREFORE
658.86 feet to a 5/8-inch iron rod with red plastic cap stamped "KHA" set for the most westerly northwest comer of said NOW, , KNOW ALL MEN BY THESE PRESENTS:
KNOW ALL MEN BY THESE PRESENTS:
419.1344 acre tract; That KLLB AIV LLC, ("Owner") does hereby adopt this plat designating the herein above property as FOREE
° " / " iron rod RANCH, PHASE 1, an addition to the Town of Providence Village, Texas, and whose name is subscribed 1, David J. De Weirdt, a Registered Professional Land Surveyor in the State of Texas, do hereby declare that I
THENCE South 01 2943 West, with a north line of said 419.1344 acre tract, a distance of 18.05 feet to a 5 8
with red cap stamped "KHA" set for corner, hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, watercourses, drains, have prepared this plat from an actual on the ground survey of the land, and that the comer monuments
P P
easements, rights -of --way and public planes thereon shown for the purpose and consideration therein shown thereon were properly placed under my personal supervision in accordance with Subdivision
THENCE South 88°52'20" East, with a northerly boundary line of said 419.1344 acre tract, a distance of 2168.43 feet to a expressed. Regulations of the Town of Providence Village, Texas.
5/8-inch iron rod with plastic cap stamped KHA Set for corner, from which 1/2" iron rod found for an interior corner of said
419.1344 acre tract, and at the southeast comer of a called 73.81 acre tract of land described in the Warranty Deed with Witness, my hand this the day of Mwtb 2023.
Vendor's Lien to North Texas Natural Select Materials, LLC, recorded in Document No. 2018-106981, O.R.D.C.T.. bears
South 88°52'20 " East, a distance of 75.43 feet; KLLB AIV LLC, A DELAWARE LIMITED LIABILITY COMPANY ,.0 L3
THENCE over and across said 419.1344 acre tract, the following courses and distances: David J. D-e�W" e
By. Registered Professional Land Surveyor#5066 F.T
South 0304637" East, a distance of 153.83 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer, KIMLEY-HORN AND ASSOCIATES, INC. otg
South 17°42'32" West, a distance of 151.84 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set at the Name: �� _ Q TWO NOEL ROAD DAVID............RDT
beginning of anon -Tangent curve to the left having a central angle of 08°1T50", a radius of 960.00 feet, a chord ,../,,,� TWO GALLERIA OFFICE TOWER, SUITE 700 "DAVID J ..�t?eVYE1RDT
bearing and distance of North 73°01'21" West, 138.90 feet Tltie: /�► I �'l DALLAS, TEXAS 75240
PH. (972) 770-1300 •�q°RE�ssteo'�Q.
In a westerly direction, with said non -tangent curve to the left, an arc distance of 139.02 feet to a 5/8-inch iron rod dave.deweirdt('ci3kimley-hom.com Q S
with plastic cap stamped "KHA" set for comer,
South 12°49'44" West, a distance of 60.00 feet to a 5/84nch iron rod with plastic cap stamped "KHA" set at the
STATE OF TEXAS
beginning of a non -tangent curve to the right having a central angle of 14°22'37, a radius of 900.00 feet, a chord
COUNTY OF DALLAS §
bearing and distance of South 69*5901" East, 225.22 feet;
right, an are distance of 225.81 feet to a 5/&inch iron rod STATE OF ARIZONA § BEFORE ME, the undersigned authority, a Notary Public, on this day personally appeared David J. De Weirdt, TOWN OF PROVIDENCE VILLAGE APPROVAL
In an easterly direction, with said non -tangent calve to the ri g COUNTY OF MARICOPA § known to me to be the person whose name is subscribed to the foregoing instruments, and acknowledged to
with plastic cap stamped "KHA" set for comer,
me that he executed the same for the purpose and considerations therein expressed and in the capacity
"' distance of 100.98 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer, Before me, the u dersigned aut rity, a Notary Public in and for The State of Arizona, on this day personally therein stated. APPROVED this the day of , 2023
South 62 47 45 East, a appeared ,known to me to be the person and officer by the Town Council of the Town of Province Village,
South 01°38'23" Easta distance of 395.57 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer; whose name is su scri d to the foregoing instrument, and acknowledged to me that he executed the same GIV DER MY EAL OF OFFICE this the � day of 2023.
Texas.
for the purpose and consideration therein expressed and in the capacity therein stated.
North 84°44'52" West, a distance of 196.11 feet to a 5/8-inch iron rod with plastic cap stamped "KHA7 set for comer; Ma it Given under my hand and seal this �_ day of , 2023.
South 00*40'17" West, a distance of 206.30 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer, NOT LIG in r t STATE OF TEXAS "'' Meussa ucETA
,yvv '.
g' Notary Public; State of?axas
Comm. Ex
Notary Public stars of Arizona ;,� ..� Expires OB•21-2025
.,, oc ��
South 11 °28'23" West, a distance of 140.01 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer, M"" 0,8 county Notary Ic r3sr ssoos Town la
Nathan Holt
South 00010'45" West, a distance of 217.90 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer, c6 isslmmin N Expior e3 onozs
COmmisalon NYmber 635528
�j 0". M
South 07°16'59"' East, a distance of 199.73 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer; Notary Public, State of Arizona
Town Secretary
South 34°53'02" East, a distance of 175.16 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for comer
in the north line of a called 15.27 acre tract of land described in a General Warranty Deed to the United States of
America, recorded in Volume 2565, Page 185, Deed Records, Dallas County, Texas (D.R.D.C.T.);
THENCE with with the northerly and westerly and southwesterly boundary lines of said 15.27 acre tract, the following
d d' to s'
1
courses an is nce .
RANCH,
FINAL PLAT
North 88°42'28" West, a distance of 38.11 feet to a point for comer, FOREE RANCH, PHASE 1
South 33047'30" West, a distance of 188.88 feet to a point for comer
154 RESIDENTIAL LOTS
BLOCK A, LOTS 1-35, BLOCK B, LOTS 1-27, BLOCK C, LOTS 1-11,
South 62°31'05" East, a distance of 193.92 feet to a point for comer,
BLOCK D, LOTS 1-7, BLOCK E, LOTS 1-7, BLOCK F, LOTS 1-54,
South 22°31'41 West, a distance of 138.63 feet to a point for corner, BLOCK G, LOTS 1-13,
12 OPEN SPACE HOA LOTS
South 08*18!55" East, a distance of 172.00 feet to a point for comer; 2 COMMERCIAL LOTS
97.281 ACRES SITUATED IN THE
South 34°15'01" East, a distance of 160.42 feet to a point for comer, JAMES BRIDGES SURVEY, ABSTRACT NO. 36
TOWN OF PROVIDENCE VILLAGE, DENTON COUNTY, TEXAS
South 69°26'08" East, a distance of 144.32 feet to a point for corner,
South 50°05'29 East, a distance of 133.38 feet to a point for comer,° ,K"Im py))) o r n
South 21 16 04 East, a distance of 148.63 feet to a point for comer,
13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300
South 26004'04" East, a distance of 104.35 feet to a point for comer;
Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820
South 11'06'18" East, a distance of 98.82 feet to a point for comer, Scale Drawn by Checked by Date Proiect No. Sheet No.
N/A DWP DJD Feb. 7 OF 7
South 47°20'44" fast, a distance of 116.06 feet to a PK nail found at the southwest comer of said 15.27 acre tract
and being in Fish Trap Road (a variable width right-of-way); Filed for Record
OWNERS In the Official Records Of:
THENCE North 88°07'05" West, with the south boundary line of said 419.1344 acre tract and with said Fish Trap Road, a KLLB AIV LLC Denton County
6900 E. CAMELBACK ROAD, On: 4/24/2023 9a5:08 AM
distance of 1614.26 feet to a PK nail found for the southwest comer of said 419.1344 acre tract; SUITE 1090 In the PLAT Records
SCOTTSDALE, ARIZONA 85251 FOREE RANCH PHASE 1
THENCE North 01°15'51" East, at a distance of 11.31 feet passing the southeast corner of said Creek Village at TEL: (214) 577-1056 Doe Number: 2023-134
Providence, and continuing with the east boundary line of said Creek Village at Providence for a total distance of 2098.32 C/O: KL SERVICERS LLC Number of Pages: 7
Amount: 360.00
feet to the POINT OF BEGINNING and containing a computed area of 4,237,555 square feet or 97.281 acres of land;
ENGINEER/SURVEYOR: Order>1:
KIMLEY-HORN & ASSOCIATES By: PM
13455 NOEL ROAD
M
TWO GALLERIA OFFICE TOWER V)i
SUITE 700
DALLAS, TEXAS 75240
TEL: 972-770-1300
C/O: MATT DUENWALD, P.E.
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