SG0374A,4www no= Awwwl mw
15- AC QnS EASEMENT
iB SEP. INSTRUMENT)
0
L
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
CI
3943'27"
300.00'
108.37'
207.99'
N69*4923"E 203.85'
C2
19'30'43"
300.00'
51.58'
102.16'
N9*5653"W 101.67'
C3
19*23'20"
935.00'
159.73'
316.41'
S1O'00'34"E 314.90'
C4
90*00'00"
40.00'
40.00'
62.83'
N45*1 8*54"W 56.57'
C5
20*00*00"
275.00'
48,49'
95.99'
S9*41'06"W 95.51'
C6
70-00'00-
40.00'
28.01-
48.87-
S54-41-06-W 45.89'
C7
7-17-59-
975.00'
62.19'
124.22'
N86*02*07"E 124.13'
C8
28*4632"
703.00'
180.34'
353.07'
S12*39'43"E 349.37'
C9
40*51'42'
725.00'
270.07'
517.05'
1 N 18'42'1 8"W 506.16'
CIO
21 *28'44"
550.00'
104.32'
206.18'
N42*5735"E 204.98'
C11
76-37'47-
60.00-
47.41'
80.25-
N524'1 6-E 74.40'
C12
74-41*03"
210.00'
160.22'
273.73'
N31 *09'32"E 254.76'
C13
26-19-44-
675.00'
157.88'
310.18'
S52-48-17"E 307.46'
C14
0-30-16-
683.00'
3.01'
6.01'
S39-2.3'17"E 6.01-
C15
20*40'23"
520.00'
94.84'
187.62'
N43'21'45*E 186-61'
C16
1*20'32"
2640,00'
30.92'
61.84'
S71*47'24"E 61.84'
C17
11'18'24"
580.00'
57.41'
114.46-
S37-07-01 -W 114.27-
C18
1 3'59*38
580.00'
20.22'
40.43-
S51'42'07"W 40.42'
LINE TABLE
LINE
BEARING
LENGTH
Ll
S49*57'39"W
37.84'
L2
SO*18'54"E
25.00'
L3
N57*05'22"E
36.52'
L4
N50-2V 35-E
8.00'
L5
NW51'51"E
92.00'
L6
S82*43'06'E
27.58'
L7
N8*41'56"E
21.21'
L8
N53*41 '56"E
50,00'
L9
S81 *1 8'04"E
21.21'
L10
S3*27'46"E
13.71'
L11
S46*1 3'03"W
50.36'
L12
N89*59'21"W
15.14'
L13
S10'50*05"W
35.45'
L14
S6257*00"W
48.00'
L15
S82*1 Sl 9"E
27.67'
L16
S44'44'47"W
14.16'
L17
S53*17'42"E
15.97'
L18
S383232"W
12.55'
L19
S45*18'54*E
14.14'
L20
N45-18'54-W
14.14'
L21
N82*23'07"E
104.40'
L22
N54*41 '06"E
16.38'
LINE TABLE
LINE
BEARING
LENGTH
L23
S54'03*12"E
27.57'
L24
N45*15'13"W
14.13'
L25
S8'20'19"W
29.26'
L26
S44"41'06"W
21.21'
L27
S32*01 '38"W
30.80'
L28
NO*1 1'02"W
55.77'
L29
SO*42'21"E
29.40'
L30
S89*20'24"E
20.00'
L31 J
SO*42'21"E
28.93 ,
L32
N89*1 7'39"E
19.99'
L33
NO*1 1'02"W
55.84-
L34
SO*2322"E
32.02'
L35
NO*23*22"W
28.00'
L36
S89*36'38'W
20.00'
L37
N52'41'1 9"E
24.97'
L38
SO*23'22"E
28.00'
L39
S8936'38"W
20.00'
L40
SO*I 8*54"E
32,04'
L41
S72'30*19"W
44.74'
L42
N6836'16"E
29.40'
L43
N20*01'47"W
20.00'
L44
N68*36'16"E
28.9
NOTE:
1. BEARINGS BASED ON STATE PLANE COORDINATES
(SURFACE) TEXAS NORTH CENTRAL ZONE AS
OBSERVED BY TOPCON GPS. A COMBINED SCALE
FACTOR OF 1.0001596 SHALL BE USED TO TRANSLATE
TO NAD 83 GRID.
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C19
3*15'23"
782.00'
22.23'
44.45'
S30-03'1 8"E 44.44'
C20
22*35'26"
770.00'
153-80'
303.60'
S9*34'10E 301.63'
C21
28*46'32"
655.00'
168.03'
328.96'
S12*3943"E 325-51'
C22
12*59'21"
703.00'
80.03'
159.37'
S33*32'40"E 159.03'
C23
26'1 O'l 2'
874.50'
203.26'
399.43'
S26*57'1 5'E 395.97'
C24
9.1 2'12",
1850.00'
148.90'
297.16' 1
S85*12'52"W 296.84'
C25
92*01'27"
16.00'
16.58'
25.70'
S1 442*04"W 23.02'
C26
15*45*13 .1
500.00'
69.17'
137.48'
S30'34'28"E 137.04'
C27
1*23*04"
610.00'
7.37'
14.74'
S22*00'20*E 14.74'
C28
90'00'00!'
16.00'
16.00'
25.137
S4448*28"W 22.63'
C29
28*58'18"
469.00'
121.17'
237.15'
N75*11'57*E 234.63'
C30
166*30'25"
60.00'
507.20'
174.37'
N42*29*24"W 119.17'
C31
292*01*13"
60.00'
40.46'
305.80'
S22*08'16*W 67.09'
C32
78*27'47"
15.00,
12.25'
20-54'
N51-05'01-W 18.97'
C33
138*00*16"
60.00'
156.32'
144.52'
S55'07'48"W 112.03'
C34
13*05'57"
210.00'
24.1 V
48. 01
N82*4254'E 47.91'
C35
12*30*41
190.00'
20.83'
41.49'
N83*00'32"E 41.41'
LINE TABLE
LINE
BEARING
LENGTH
L45
N21*23'44"W
19.99'
L46
S72*30'1 9"W
44.76'
L47
N89*48*57"E
110.77'
L48
N89*48'57"E
106-96'
L49
N22*41'32"W
52.26'
L50
NO'l 1'32"W
5.29'
L51
N35'11'39"W
9.44'
L52
S20*03*1 8"E
91.72'
L53
N88*16'27"W
16. 15'
L54
N35*1 1'39"W
11.44'
L55
S20*03'1 8"E
99.71'
L56
N73'45'08"W
5&68'
L57
N73*45'08"W
28400'
L58
S16*14'52"W
20.00'
L59
S73*45'08"E
28.00'
L60
S16*14'52"W
20.00'
L61
N73*45'08"W
66.01,
L62
S89*5944"W
21.46'
L63
SO*OO'OO"E
20.00'
L64
N90*00'00"W
21.21'
L65
N16*44'01"W
29.33'
MATCH LINE - SHEET 2 OF 3
100-YR FLOOD PLA
(FULLY DEVELOPED)
F
204M'
S89*48 58nW
427.03'
CANYON
FALLS
12
11
10
1 9
VILLAGE
D& NO.
6A
'20162221
R.P.R.D.C.T.
I <GGc)3-14A C=Ifs �xSb�10--6-1
so�00)�.
/Alt
bs� L4 N- 7-�q \0-, �, -TV) t
7+
1
1
LJ GASLINE EASEMENT
I E MENT NO. 2015-65666
r/ TDU.C-T.
NASH CANYON FALLS, LLC
TRACT ONE
(FUTURE SCHOOL SITE)
_20, UE BY 2015-34494
SEPARATE D.R.D.C.T.
INSTRUMENT F. 'THORNTON SURVEY
AP�ROXIMATE LOCATION OF ABSTRACT NO. 1244
_
SURVEY LINE M.E.P. & P.R.R. SURVEY
ABSTRACT NO. 922
VARIABLE WIDTH GRADING,
2RAINAGE, UTILITY AND
ENGINEER/SURVEYOR:
J. VOLK CONSULTING, INC.
830 CENTRAL PARKWAY EAST, SUITE 300
PLANO, TX 75074
972-201-3100
RYAN.REYNOLDS@JVOLKCONSULTING.COM
TBPLS FIRM NO. 10194033
60 30 0 60 1
SCALE 1 60' il
Fn-
7X 2
0
>
0-0 0 C:
z
(A
M
MC:
OWNER:
NASH NYON ALI , LLC
10940 WEST SAM HOUSTON PARK
SUITE 300
HOUSTON, TX 77064
972-992-3159
BCRAMER@NEWLANDCO.COM
VICINnY MAP
N.T.S.
1/2- IRON ROD FOUND WITH YELLOW
PLASTIC CAP STAMPED "JVC'
(UNLESS OTHERWISE NOTED)
1/2- IRON ROD SET WITH YELLOW
PLASTIC CAP STAMPED *JVC"
(UNLESS OTHERWISE NOTED)
<CM>
CONTROL MONUMENT
D.R.D.C.T.
DEED RECORDS, DENTON COUNTY, ACAS
R.P.R.D.C.T.
REAL PROPERTY RECORDS,',,
DENTON COUNTY, TEXAS
DENOTES STREET NAME CkANGE
UE
U11LJTY EASEMENT
DE
DRAINAGE EASEMENT
WLE
4e
WATER LINE EASEMENT
8L
BUILDING LINE
LOT IS LOCATED WITHIN ONE HUNDRCFEET
%LO
(100*) OF AN EXISTING GAS LINE & 1,:`SUBJECT
11pF
TO THE CODES & ORDINANCES OF THE -TOWN
OF FLOWER MOUND
t
LOT IS LOCATED LESS THAN ONE 'THOUSAND
FEET (1,000') FROM AN EXISTING OIL OR,GAS
WELL & IS SUBJECT TO THE CODES &
ORDINANCES OF THE TOWN OF FLOWER. 19OUND
"s,
�f
RECORD PLAT
OF
VILLAU"E 5
I4
,LOCK V. LOTS 3X,
NO
BLOCKLOTS 1-31 4X;
BLOCK UU, LOTS 1-8,.9X;
BLOCK W, LOTS 1-5;
BLOCK XX,. LOTS 1-18,.19X
EEO=
Ed! :Wfj- 4 1 6
BEING 30.178 ACRES LOCATED IN THE
W. LOVE SURVEY - ABSTRACT NO. 728
M.E.P. & P.R.R. SURVEY - ABSTRACT 922 &
F. THORNTON SURVEY - ABSTRACT 1244
AN ADDITION IN THE
TOWN OF FLOWER MOUND,
DENTON COUNTY, TEXAS
Filed for Record
in the Official Records of:
Denton County
On: 8/29/2017 3:48:65 PM
In the PLAT Records
CANYON FALLS VILLAGE 5
Doe Number: 2017-379
Number of Pages: 3
Amount: 150.00
Order#,20170829000661
By: OB
I
wxEcroj
CURVE TABLE CURVE TABLE 1/2- IRON ROD FOUND WITH YELLOW
CURVE DELTA RADIUS TANGENT LENGTH CHORD CURVE DELTA RADIUS TANGENT LENGTH CHORD PLASTIC CAP STAMPED *JVC*
(UNLESS OTHERWISE NOTED)
C1 39*43'27" 300.00' 108.37' 207.99' N69*49'23"E 203.85' C19 3*15'23" 782.00' 22.23' 44.45' S30*03'18'E 44.44'
1/2* IRON ROD SET WITH YELLOW
C2 19*30'43" 300.00' 51.58' 102.16' N95653"W 101.67' C20 22'35'26" 770,00' 153.80' 303.60' S914'10"E 301.63- PLASTIC CAP STAMPED "JVC0
C3 19'23*20" 935.00' 159.73' 316.41' 1 S10*00'34"E 314.90' C21 28*46*32 655.00' 168.03' 328.96' 1 S1 239'4.3"E 325.51' (UNLESS OTHERWISE NOTED)
C4 90'00'00" 40,00' 40.00' 62.83' N 451 854"W 56.57' C22 12*59'21", 703.00' 80.03' 159.37' S,33*32'40'E 159.03' <CM> CONTROL MONUMENT
I ---- - - D.R.D.C.T. DEED RECORDS, DENTON COUNTY, TEXAS
C5 20'00'00" 275.00' 48.49' 95.99' S9*41'06"W 95.51' C23 26*1 O'l 2" 874.50' 203.26' 399.43' S26*57'1 5"E 395.97'
C6 70*00'00" 40.00' 28.01' 48.87' S54'41'06"W 45.89* C24 9'12'12" 1850.00' 148.90' 297.16' S85'12*52"W 296.84' R.P.R.D.C.T. REAL PROPERTY RECORDS,
I DENTON COUNTY, TEXAS
C7 7*17'59" 975.00' 62.19' 124.22' N86*02'07"E 124.13' C25 1 92-01-27- 16.00' 16.58' 25.70' SI 4-42'04-W 23.02' A
C8 128-46-32- 703.00' 180.34- 353.07' S12-39-43-E 349.37' C26 15*45'13" 500.00' 69.17' 137.48' S30'34'28"E - 137.04' it DENOTES STREET NAME CHANGE
4
C9 40'51'42" 725.00' 270.07' 517.05' N 18*42'1 8"W 506-16' C27 1'23'04" 610.00' 1 7.37' 14.74' S22*00'20'E 14.74' UE UTILITY EASEMENT TO V or 6%0
CIO 21 *28'44" 550.00' 104.32' 206.18' N42'57'35"E 204.98' C28 90*00'00" 16.00' 16.00' 2.5.13' S44*48'28"W 22.63' DE DRAINAGE EASEMENT 0
C11 76*37'47" 60.00' 47.41' 80.25' N5*24'16"E 74.40' C29 28*58'18" 469.00' 121.17' 237.15' N75*11*57"E 234.63' WLE WATER LINE EASEMENT 3 P1
C16
C12 74*41'03" 210-00' 160.22' 273.73' N31"09'32"E 254,76' C30 166'30'25" 60.00' 507.20' 174.37' N4229*24"W 119.17' BL BUILDING LINE
C13 26'19'44" 675.00' 157.88' 310.18' S52*48'1 7"E 307.46' C31 292*01'13" 60.00' 40.46' 305.80' S22*08*16"W 67.09' LOT IS LOCATED WITHIN ONE HUNDRED FEET
VICINITY MAP
C1 4- 0*30'16" 683.00' 3.011 6.01' S3923'17"E 6.01' C32 7827'47" 15.00' 12.25' 20.54' N51'05'01*W 18.97' (1W) OF AN EXISTING GAS LINE & IS SUBJECT N.T.S.
I - I -jr TO THE CODES & ORDINANCES OF THE TOWN
C15 20*40'23" 520.00' 94.84' 187.62' N43*21'45"E 186.61' C33 138*00'161" 60.00' 156.32' 144.52' S55'07'48"W 112.03' OF FLOWER MOUND 4 2
C16 1*20*32" 2640.00' 30.92' 61.84' S71*47'24"E 61.84' C34 13*05'57" 210-00' 24.11' 48,01' N82*4254"E 47.91' LOT IS LOCATED LESS THAN ONE THOUSAND NASH C ON FALLS, LLC
FEET (1,000') FROM AN EXISTING OIL OR GAS ACT ONE NASH CANY04
C', -7 WELL & IS SUBJECT TO THE CODES FALLS, LLC
1'18'2 4 " 580.00' 57�41' 114.46' S37*07'01"W 114.27' 1 C 351 12'30'4"' 190.00' 20.83� 41.49' N83-00-32-E 41.41
1, . TURE VILLAGE 4A) Tf*CT ONE
ORDINANCES OF THE TOWN- ac FLOWER MOUND
CIE; 3*59'38" 580-0!1- 20.2w- 40.4Z* S 51'42'O'7'V+ 4&4�- 2015-34494 {FUTURE
I-,' I X
D.R.D.C.T. (FU1
VILLAGE lbs',
2015-3 9i
2 D.R.D. T.
Ll
LINE TABLE LINE TABLE LINE TABLE THORITY OF TEXAS
-TRINITY RIVER
15' ILITY EASEMENT 9 ME STATION 6.OGB
LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH 8 PARATE INSTRUMENT
--e OC. 2010-121105
LI S49*57'39"W 37.84' 193 S54*0.3'1 2"E 27.57' L45 N21*23'44"W 19.99D.R.D.C.T.
E: 23626 .460
L24 N 45'15'1 3"W 14.13' L46 S72*30*19"W 44.76' 'O-n-
L2 SO'18'54"E 25.00' N: 7 '&.796
L3 N57*05'22"E 36.52' L25 S8'20'1 9"W 29.26' L47 N89*4857"E 110.77'
S50-2926-E 8564.&-�-TO -t'k
L4 N50'21'35'E 8.00' L26 S44*41'06"W 21.21 L48 N89'4857"E 106.96' .6x TOWN MONUMENT #W`- Z
L5 N50'51'51"E 92.00' L27 S32'01'38"W 30.80' L49 N22'41'32"W 52.26'
RIABLE WIDTH GRADING,
60 30 0 60
L6 S82*43'06'E 27.58' L28 NO'l 1'02"W 55.77' L50 NO'l 1'32"W 5.29' DRAINAGE, UTILITY AND
00
20' UVIATY)�SEMENT K01 PEDESTRIAN ACCESS EASMENT SCALE 1"
L29 SO'42'21"E 29.40, L51 N35'11'39"W 9.44' IF BY SEPARATE INSTRUMENT
L7 N8*41*56"E 21.21' BY SEPAR\ATE A-
"STRUMENT
L8 N53*41'56"E 50.00' L30 S89*20'24"E 20.00' L52 S20-03'1 8"E 91.72' oA
L9 S81 *1 8'04'E 21.21' L31 SO*42*21"E 28.93' L53 N88*1 6'27"W 16.15' IN, N, 5' GASUNE EASEMENT
\11, DOCUMENT NO. 2015-65666
L10 S327'46"E 13.71' L32 N89-17'39"E 19.9 L54 N.35'11'39"W 11.44' 6\ D.R.D.C.T.
z�
01 S46'13'03'W 50,36' L33 NO*11'02"W 55.84' L55 S20*03'18"E 99-71'
L12 N89-5921-W 15.14- L34 SO'23'22"E 32.02' L56 N73*45*08"W 58.68'
C11
L13 S1 0'50'05"W 35.45' L35 NO*23'22"W 28.00' L57 N73*45'08"W 28.00' 1 L4
L14 S62*57'00"W 48.00' L58 20.00' A SANITARY SEWER EASEMENT
L36 S89-36-38-W 20.00 S1 6'1 4'52"W < DOCUMENT NO. 2010-121097
"'6\ D.R.D.C.T.
0<
L15 S82'1 3'1 9"E 27.67' L37 N52*41'19"E 24.97' L59 S73*4508E 28.00
L16 S44*4447"W 14.16' L38 SO*23'22"E 28.00' L60 S1 6*1 4'52"W 20.00'
L17 S53*17'42"E 15.97' L39 S893638'W 20.00' L61 I N73*45'08*W 66.01'
L18 S3832'32'W 12.55' L40 SOI 8'54"E 32.04' L62 S89*59'44"W 21.46'
L19 S45-18*54"E 14.14' L41 S72*30'1 9"W 44.74' L63 SO*00'00"E 20.00' VARIABLE WIDTH WLE
L64 N90'00'00"W 21.21- (TOWN OF NORTHLAKE)\
L20 N451 8'54'W 14.14' L42 N68'36'16"E 29.40'
DOC. NO. 2016-126185
L21 N8223*07"E 104.40' L43 N20*01 '47"W 20.00' L65 N16'44'01"W 29.33' D.R.D.C.T.
RECORD PLAT
L22 N54'41 '06"E 16.38* L44 N6836'1=6-E28.93' -- 4X
OF
NASH C YON FALLS, LLC 00-YR FLOOD PLAIN
CT ONE 0- CA IN Y uIN FA
LLAGE 4B) FULLY DEVELOPED) \ . I ,
(FUTURE \ , \ 0' DRAINAGE EASEMENT
2015- 4494 20* DRAINAGE EASEMENT D.R.D. T. BY SEPARATE INSTRUMENT r-L54 5 UTILITY EASEMENT L64 VILLA16E 5
BLOCK V
V LOTS 1-2, 3XI 4-13;
ARIABLE WIDTH BLOCK TT, LOTS 1-3, 4X;
`DRAINAGE EASEMENT
BLOCK UU, LOTS 1-8,9X;
77M' IZLCLV ItOAD BLOCK VV, LOTS 1-5;
126.01'
BLOCK XX, LOTS 1-18,19X
'-jjB 307;E
N13941'06*E 149.46'
C7
0
-/--DOCUMENT N15' GASLINE EOASEM6ENT 5666 46 SINGLE FAMILY LOTS &
p . 2015-
24
54 D.R.D.C-T.
\\ , ., _ -80.00'- 73. 4 OPEN SPACE/HOA LOTS
--64.99'= - - 1 4.%-- - -
5' "GE7 - - - - - - 4-96 25 BL
S77-2,5,
NASH CANYON FALLS, LLC
P, -2V,BL- C0
IT4 TRACT ONE
#a I BEING 30.178 ACRES LOCATED IN THE
tA
Cj "t" 18 FUTURE SCHOOL SITE)
W. LOVE SURVEY - ABSTRACT NO. 728
t4
p 17 *0 2015-34494
14 p 16 0- isix
15 rn D.R.D.C.T.
-ok WE.P. & P.R.R. SURVEY - ABSTRACT 922 &
M
F, THORNTON SURVEY - ABSTRACT 1244
?y
AN ADDITION IN THE
1
25 24.40 TOWN OF FLOWER MOUND
--------- S89'41'06*W 197.62 ro 118.35, $0.00 13.13XX 'p
xi r'A' skn 00 1 $6.07' 1 art rtn' 37W 92,70! DENTON COUNTY- TEXAS
20 LIE -----VARIABLE WIDTH GRADING,
b)l
DRAINAGE, UTILITY AND
VARIABLE WIDTH cng ws PEDESTRIAN ACCESS EASMENT
;v #,() Date: August 17., 2017
DRAINAGE EASEMENT BY SEPARATE INSTRUMENT
z C: I C*4
BY SEPARATE INSTRUMENT E; Ci 10 Co
0:
sn 0�
z O' 2 3 13 12 co
0' 0 (A g (Y; z
tn
SHEET 2 OF 3
-j- (n ja LJj
w rT
0 M- IN
TRA SANITAR 8L 3.02' -2' V
C14 U
n
SEWER EAS17MENT UTR-Pff=37?U0
SS EASEMENT UE - _80.00-_ LILE -34.41-4!
5' UE 3 0
---65.00- w �7121097 J, U-4 Z cr-1 filed for Record
D.R.D.C.T. t
'0' o in the Official Records Of:
15' ACCESS E4S EN Cq z
391.27' c1q Denton County
(BY SEP. INSTRUMENT) 'LM
Ss to Ar NC, On: 812912017 3-48:55 PM
LITTLE ELM CREEK ROAD 9-41 W 712.6V UTTLE E CREEKROAD C14 8
f1 j In the PLAT Records
J- CANYON FALLS VILLAGE 5
-80.00f- -51-uEf-75. Doc Number: 2017-379
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21' BL Order#:20170829000661
I I
AA A A' MATCH LINE - SHEET 1 OF 3 ENGINEER/SURVEYOR: OWNER: BY: OB
1. VOLK CONSULTING, INC. NASH CANYON FALLS, LLC
831 r'CK1'r0A1 PARKWAY EAST SUITE 2 n IAQAnWEST' 1qAL4HC)tjr%T0NPARKWAY
NOTE:
1. BEARINGS BASED ON STATE PLANE COORDINATES
(SURFACE) TEXAS NORTH CENTRAL ZONE AS
OBSERVED BY TOPCON GPS. A COMBINED SCALE
FACTOR OF 1.0001596 SHALL BE USED TO TRANSLATE
TO A.: GRID.
PLANO, TX 75074 SUITE 300
972-201-3100 HOUSTON., TX 77064
RYAN.REYNOLDS@JVOLKCONSULTING.COM 972-992-3159
TBPLS FIRM NO. 10194033 BCRAMER@NEWLANDCO.COM RECORDING INFORMATION
li'FE'dagglani I ji K4x# mil
'L'l Miol
1 W-4 R III a L Ism C-14
TH
ENCE Northerly, with, said curve to the right, an ore distance of 80.21", feet to a 1/2 inch iror. rod with a yellow plastic cap
starnped. -JVC- set for comer, -
THENCE North 17 degrees 29 minutes 16 seconds West, a distance of 167,78 feet to a 1/2 inch iron rod with c yellow plastic
cap stamped "JVC" set for corner;
its
THENCE South 77 degrees 25 minutes 19 seconds East, a distance of 60.81 feet to a 1/2 inch iron rod with a yellow plastic
cop stomped "JVC" set for corner;
11�1111111 1��111 1111 Jill 111 111 111 1
III
THENCE Northeasterly, with said curve to the left, an arc distance of 273.73 feet to a 1/2 inch iron rod with a yellow plastic
cop stomped '`JVC- set for corner,
THENCE Southeasterly, with said curve to the right, an arc distance of 310.18 feet to a 1/2 inch iron rod with a yellow plastic
cop stomped "Jfill set for corner;
THENCE Southeasterly, with said curve to the right, an arc distance of 6.01 feet to a 1/2 inch iron rod With a yellow plastic
cop stamped "JVC-- set for corner;
THENCE North 50 degrees 51 minutes 51 seconds East, a distance of 92.00 feet to a 1/2 inch iron rod with a yellow plastic
cop stomped "JVC*' set for corner;
THENCE South 82 degrees 43 minutes 06 seconds East, a distance of 27.58 feet to a 1/2 inch iron rod with a yellow plastic
cop stamped "JVC" set for corner,
P
J1111RIIIIIIIIII IT! III I TIR i
THENCE North 08 degrees 41 minutes 56 seconds East, a distance of 21.21 feet to a 1/2 inch iron rod with a yellow plastic
cop stomped "JVC" set for corner;
THENCE North 53 degrees 41 minutes 56 seconds East, a distance of 50.00 feet to a 1/2 inch iron rod with a yellow plastic
cop stamped "JVC" set for comer;
THENCE South 81 degrees 18 minutes 04 seconds East, a distance of 21.21 feet to a 1/2 inch iron rod with a yellow plastic
cop stomped "JVC- set for comer;
THENCE Southwesterly, with said curve to the right, an arc distance of 114.46 feet to a 1/2 inch it rod with a yellow plastic
cop stomped -JVC" set for comer,
THENCE South 03 degrees 27 minutes 46 seconds East, a distance of 13.71 feet to a 1/2 inch iron rod with a yellow plastic
cop stamped "JVC" set for comer,
THENCE South 46 degrees 13 minutes 03 seconds West, a distance of 50.36 feet to a 1/2 inch iron rod with a yellow plastic
cop stamped -JVC" set for comer;
HAMM *W=]W 4 M027MMIro
THENCE Southwesterly, with said curve to the right, on arc distance of 40.43 feet to a 1/2 inch iron rod with a yellow plastic
cop stamped "JVC" set for corner;
Southerty, with sold curve to the left, or, arc distance of 159.37 feet to a 1/2 inch it rod with c yellow plastic car.
stomped *JVC"- found for comi
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�11 ill 11110 0 6 4 1! 1 IC 1 11 1 1 1 1 1 1 1 1 i1q:1 1 11 1 1 lj� 11�1111 1 11111111
BY: NE ND REAL ESTATE GROUP, LLC
A DELAWARE LIMITED LIABILITY COMPANY
IT'S DEVELOPMENT MANAGER
BY-
BRIAN CRAMER, VICE PRESIDENT
't All fill in I IN 16411,10
GIVEN UNDER MY HAND AND SEAL OF OFFICE on the F�%ay of u QAA I
2017,
C14RISTA D.
NJ ry Public. state of texas
Explies 06-11-2019
log
00 -5
-V of Notalyl 1311
T—MMIC M1,
150T.TrMM
We
STATE OF TEXAS
COUNTY OF COLLIN
BEFORE ME, the undersigned authority, on this day personally appeared RYAN S. REYNOLDS, 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 purpose and
consideration therein expressed, in the capacity therein stated, and as the act and deed of said company.
A. -I ;�—
GIVEN UNDER MY HAND AND SEAL OF OFFICE on the I I day of 2017.
All Aak,�
Notary Public in on or the State of Texas
CAROL LY is is�i
Notary PubliC, Static! OfTl
My Commission Expires: &15-210>w comm. Expire 10-164020
ID 129164759
APPROVED:
TO OF FLOWER MOUND
PLAN D ZONING COMMISSJON'
REAR YARD
SETBACK
Chairman Planning and Zoning Commission
SIDE YARD
SETBACK
Doug Pawed
Executive Director of Development Services
2017
Dote
FJLO�Ul
SIGNED AND SEALED:
TOWN QEFLOWER MOUND SEA :z
•
tta
SIDE YARD
SETBACK
FRONT YARD
SETBACK
•
•
•
711-7131r77-77ili
-7-317
=7- Z777
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•
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AJ IIIIIII11M M71111V
04
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7) 1
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W
A A
♦ A ff IN
A
7
►
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0
2
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�1
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LEGEND
1 /2" IRON ROD FOUND WITH YELLOW
PLASTIC CAR STAMPED "JVC"
(UNLESS OTHERWISE NOTED)
1 /2" IRON ROD SET WITH YELLOW
PLASTIC GAP STAMPED "JVC"
(UNLESS OTHERWISE NOTED)
<CM>
CONTROL MONUMENT
D.R.D.C.T.
DEED RECORDS, DENTON COUNTY, TEXAS
R.P.R.D.C.T.
REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
DENOTES STREET NAME CHANGE
UE
UTILITY EASEMENT
DE
DRAINAGE EASEMENT
WLE
WATER LINE EASEMENT
BL
BUILDING LINE
LOT IS LOCATED WITHIN ONE HUNDRED FEET
(100') OF AN EXISTING GAS LINE do IS SUBJECT
jr
TO THE CODES do ORDINANCES OF THE TOWN
OF FLOWER MOUND
CURVE TABLE
CURVE
DELTA
RADIUS I
TANGENT
LENGTH
CHORD
C1
12'13*O3*
683.00'
73.10'
145.64'
S4'22'59"E 145.36'
C2
40'23'50'
745.00'
274..09'
525.27*
S1828'22*E 514.46*
C3
34"20'11"
275.00'
84.96'
164.80'
S72'31'00'W 162.35'
C4
90'WOO'
16.00'
16.01
25.13'
N44'4W28"E 22.63'
C5
19130*43"
4.66.2V
$0.17'
158.78'
N9'56'5YW 158.01'
C6
1530'27"
768.75'
104.67'
208.07'
N11'57'Ot*W 207.4S
C7
421'31*
910.00'
34.6S
69.22'
N2'29'40*W 69.21'
C8
4 04'40*
60.00'
2.14'
4.27'
N38'4X29*E 4.27'
C9
153219*
725.00'
98.92'
196.62'
N602'37*W 196.02'
C10
28 46'32*
70100'
180.34"
353.07'
S12'3W43*E 349.37`
C11
39'4327*
300.OW
108.37'
207.99'
N69*49'23*E 203.85*
C12
12'59'21 *
703.OW
80.03'
159.37'
S33'32*40*E 159.03'
C13
14'3012*
935.00'
118.97'
236.6W
S7'34'00"E 236.OV
C14
19'30'43"
300.00'
54.5W
102.16*
N9'56*53"W 101.67'
C15
166'30.25"
60.00'
507.20'
t 74.37'
1442.29'24"W 119.17'
C16
401'28'
70204'
24.67'
49.31'
SO.16-56*E 49.30'
LINE TABLE
LINE
BEARING
LENGTH
L1
N8223'07'E
63.05'
L2
S54'03'12"E
27.57'
L3
S8'20'19*W
29.26'
L4
N45'15'13*W
14.13'
L5
N011'32"W
14.67'
L6
NO'18'54"W
52.53'
NOTES:
1. THE BEARINGS CONTAINED HEREIN ARE BASED UPON THE DEED TO NASH CANt
RECORDED ! ! OF DEED RECORDS!
DENTON • (D.R.D.C.T.).
2. ALL LOT CORNERS MONUMENM WITH A 1/2 INCH IRON ROD WITH A YELLO
PLASTIC CAP • ai OTHERWISE NOTED.
3. TOWN MONUMENTUSED IS PURSUANT
! ORDINANCE.NO. OF ! OF f a' MWOUMNTEXAS. A MANDATORY HOMEOWNERS ASSOCIATION SHALL BE ESTABLISHED AN
CREATED TO ASSUME AND BE RESPONSIBLE FOR THE CONTINUOUS AND PERPETU
OPERATION MAINTENANCE AND/OR SUPERVISION OF DRAINAGE EASEMEN
LANDSCAPING SYSTEMS OR THOR PHYSICAL FACILITIES OF GROUND HELD IN COMM
AND NECESSARY OR DESIRABLE FOR THE WELFARE OF THE AREA OF SUBDIVISION
THAT ARE OF COMMON USE OR BENEFIT. SAID MANDATORY HOMEOWNER
mot. • . RESPONSIBLE !' CONTINUOUS t .a..
OPERATION s •M AND/OR SUPERVISION OF i
FEATURES OR ELEMENTS LOCATED IN PARKWAY COM
WALLS OR UVING SCREENSAND ADJACENT CURBS OR STREET PAVEMENTit
UBDIVISI
ADJACENT TO DRAINAGE WAYS OR DRAINAGE STRUCTURES, OR AT SUBDIVISI
5. ALL X-LOTS ARE UNBUILDABLE AND SHALL
E DEDICATED TO AND MAINTAINED
THE s • • DEDICATED AS WATER, SEWER,
DRAINAGE t PEDESTRIAN ACCESS EASEMENTS.
6. WALL MAINTENANCE EASEMENTS SHALL BE DEDICATED TO THE HOA FOR PERPETU
MAINTENANCE.
7. ANY FENCE CONSTRUCTED ADJACENT AND/OR PARALLEL TO OPEN SPACE SHA
CONSIST OF .! rHT IRON OR TUBULAR STEEL
ALL RETAINING WALLS, - TURN DOW14 CURBS & TREE
CLAD IN A MATERIAL TO COMPLEMENT THE MATERIALS AND COLORS "THIN THH
DEVELOPMENT.
Cn
I CANYON FALLS 4
I j I VILLAGE 5 1 ;0 ;v r- �E 16 l t I
,DOC. NO. 2017 3 X �, 0 rn t
c? i ,. as * P.R.D.C.T. I fr � rn t
> I - l t
_jFt
��+ I> CANYON FALLS r I � 2 '�•. 1 ! t
r j VILLAGE 5 1' j"I I I l� 1 t3 t
DOC. NO. 2017-379 1 I --_ `` 1
P.R.D.C.T_ i I a: __._- - t 1
1 1
Roag - --=-maw' 1
I 1 1 COOPER CaEE � J -w -----..._
► .,. � .-- � S
{50 C L6 g � CANYON FALLS
25' 25` . --�` ` _ _ +_.Ticw
7 Sk 5 ' ` -- VILLAGE 5 1
4.27' _ DOC. NO. 2017--379 ri: 70 OF M867 t
--� P.R.D.C.T. E 2W2234.
rc }, ---- -""_ d Z z EX 25' BL ` - _-' SSdiTO N MM�T #38 tT TO
I 'ID
t� BL Ofy O:
COOPER CREEK ROADtwoC14 _" o jtp
l I400
'!1'32*Mt i53- aD i k ♦ 9 t o
(50 RIGHT--OF-WAY) - -' -"" r--• -- X EX. 3' WME t .4 I--
'14t67' - - -Ex: s u - _ _ ___ _ _ _ s �6j T°. .22 Esc 3' vie x. '5S)N 1 _. - t t
I Iz 14.13' [ �.-- O�'-2---" 5 ,+'r o ( - as 125.t?0 >~+j
1 I EX 25' BE _ _ ' �`
`
xl I �" ., 1dk�ryf r,,t 1 ., -
I .'
I 0 x x
rn ,t> awn L=1 >( ' -,r ' 19X--A
jIv (m wulE� �-� L 3' M--so.7X NI*4, '� rE 14'1.57' ex.�waE % j -- _ . _ _ - _ i �. ✓� f
v► +('_. -I(� VARIABLE WIDTH WE-
--- 1 DOC, NO. 2016-126185 (
D.R.D.C.T. I I 145.&C
S1*43'3rW 23Z54' I I Ct
Xj DENTON CREEK BOULEVARD' -
I C ,. __- ____ __ C5 --''.C2 I I I (90' RIGHT-OF-WAY)
t 1 Z NO'I1 32 W 7C1.6 7s ,
_ t5a I S143'3 2323254+ 1-
t 7tk68' I
t 1 I"' 19X--A r I t.I I TRA SANITARY SEWER EASEMENT
? DOCUMENT NO. 2010-121097
D.R.D.C.T.
mac, N: 7078263.768
"" E. 2362482.227 / r Sr�� I _ --- -- _ ___ -
„i S59'29 35*E , 246 TO �v z- - I . �� 15' GASt.INE EASE _ENT T_
cx TOWN MONUMENT #38 �' 1 .( °'" I - DOC. NO. 2015-65666
CANYON FALLS
VILLAGE 5
f .
DOC. NO. 2017--374 29;2$' .- '"� - )
P.R.D.C.T.
NASH CANYON FALLS, LLC
TRACT ONE
FUTURE SCHOOL SITE)
2015-34494
CANYON F LLS � D.R.D.C.T.
DOC. NO. 015--333
.- P.R. C.T. �' I
r
BASED1. BEARINGS ON PLANE COORDINATES
(SURFACE) TEXAS NORTH CENTRAL ZONE AS OBSERVED BY
SHALL BE # TO TRANSLATE TO # 83 GRID.
J. VOLK CONSULTING,
jj CENTRAL PARKWAY EAST, SUITE 300
PLANO, TX 75074
a t i'f
TBPLS FIRM NO. 10194033
Ii
NASH se e CANYON FALLS,
7 a + ♦ II` � + t • t
SUITE
i`+
HOUSTON, TX 77064
• a a a
i ' + + +
10
OWNER:
DREES CUSTOM t
♦225 N STATE HIGHWAY y a
SUITE i
#VING, TX t
38
a a y 0
f
THE PURPOSE
i #
IS . * # *#
LOT LINE BETWEEN LOTBLOCK
LOT 19X, 13LOCK
a • • y •
[ILO • + i
CANY-uN FALLS
VILLAGE 5
AN ADDITION M THE
TOWN OF • MOUND,.
DENTON COUNTY; TEXAS
BEIM AN ! OF
BLOCKLOT 7,
LOT 19X.. BLOCK
CANYON FALLS VILLAGE 5
AN i IE •TOTHE
TOWN OF i ' MOUND..
DENTON COUNTY,
ACCORDING PLAT
' ' t I li
DOCUMENT NUMBERs
OF THE PLAT RECORDS
DENTON
LOCATED
i • 1
1.526 ACRES
Filed for Record
In the Oft lal Records 01:
Denton County
On:1212012018 3:63:22 PM
In the PLAT Records
CANYON FALLS VILLAGE 5
Doc Number- 2018-519
Number of Pages* 2
Amount:100.00
Order#-.201 122000t1479
By: CK
LEGAL DESCRIPTION:
BEING a tract of land situated in the M.E.P. & P.R.R. SURVEY, ABSTRACT NO. 922 and the F. THORNTON SURVEY, ABSTRACT
NO. 1244, Town of Flower Mound, Denton County, Texas and being all of Lot 7 and Lot 19X, Block XX of CANYON FALLS
VILLAGE 5, an Addition to the Town of Flower Mound, as recorded In Document No. 2017-379, Plot Records, Denton County.
Texas and being more particularly described as follows:
BEGINNING at a 1/2 inch iron rod with a yellow plastic cop stomped "JVC" found In the south line of Rust Falls
Road. a 50 foot right-of-way, for the common northeast comer of Lot 18, Block XX of said Addition and northwest comer
of sold Lot 19X:
THENCE North 82 degrees 23 minutes 07 seconds East, with sold south line, a distance of 63.05 feet to a 1/2 inch iron
rod with a yellow plastic cop stomped "JVC" found for comer at the northwest end of a comer clip..
THENCE South 54 degrees 03 minutes 12 seconds East, with said comer clip, a distance of 27.57 feet to a 1/2 Inch Iron
rod with a *low plastic cap stomped "JVC- found for comer in the west line of Denton Creek Boulevard. a 90 foot
right-of-woy, at the southeast end of said comer clip, sold point being at the beginning of a non-tanWt curve to the
right having a central angle of 12 degrees 13 minutes 03 seconds, a radius of 683.00 feet and a chord bearing and
distance of South 04 degrees 22 minutes 59 seconds East, 145.,36 feet;
THENCE Southerly, with said west line, the following three (3) courses and distances.
Southerly, with sold curve to the right, an ore distance of 145.64 feet to a 1/2 inch Iron rod with a yellow plastic cap
stamped "JVC" found for comer;
South 01 degrees 43 minutes 33 seconds West. a distanceof 232.54 feet to a 1/2 Inch iron rod with a yellow plastic
cap stomped "JVC" found for comer at the beginning of a curve to the left having a control angle
of 40 degrees 23 minutes 50 seconds, a radius of 745.00 feet and a chord bearing and distance of South 18 degrees
28 minutes 22 seconds East, 514.46 feet;
Southerly, with sold curve to the left, an orc distance of 525.27 feet to a 1/2 inch Iron rod with a yellow plastic cap
stomped "JVC- found for comer at the northeast end of a comer clip;
THENCE South 08 degrees 20 minutes 19 seconds West, with said comer clip, a distance of 29.26 feet to a 1/2 inch iron
rod with a yellow plastic cap stomped JVC" found for carrier in the north line of Dolan Falls Drive. a 50 foot
right-of-way, at the beginning of a non -tangent curve to the right having a control ongle of 34 degrees 20 minutes 11
seconds, a radius of 275.00 feet and a chord bearing and distance of South 72 degrees 31 minutes 00 seconds West,
162.35 feet;
THENCE Southwesterly, with said north line and sold curve to the right, on arc distance of 164.80 feet to a 1/2 inch iron
rod with a yellow plastic cop stomped "JVC- found for comer,
THENCE South 89 degrees 41 minutes 06 seconds West continuing with sold north line, a distance of 86.52 feet to
a 1/2 inch iron rod with a yellow plastic cop stomped -JVC" found for comer at the southeast and of a comer clip;
THENCE North 45 degrees 15 minutes 13 seconds West, with said comer clip, a distance of 14.13 feet to a 1/2 inch iron
rod with a yellow plastic cap stomped -JVC" found for comer in the east line of Cooper Creek Road. a 50 foot
right-of-way,
THENCE North 00 degrees 11 minutes 32 seconds West, with said east line, a distance of 14.67 feet to a 1/2 inch iron rod
with a yellow plastic cap stomped "JVC" found for comer;
THENCE North, 89 degrees 48 minutes 28 wands East leaving sold east line, a distance of 125.25 feet to a 1/2 inch iron
rod with a yellow plastic cap stomped "JVC- found for corner at the beginning of a curve to the left having a central angle
of 90 degrees 00 minutes 00 seconds, a radius of 16.00 feet and a chord bearing and distance of North 44 degrees 48
minutes 28 seconds East, 22,63 feet;
THENCE Northerly, With sold curve to the left, an orc distance of 25.13 feet to a 1/2 inch iron rod with a yellow plastic cap
stamped "JVC" found for comer,
THENCE North, 00 degrees 11 minutes 32 seconds West a distance of 70.68 feet to a 1/2 inch iron rod With a yellow
plastic cap stamped "JVC- found for comer at the beginning of a curve to the left having a central angle
of 19 degrees 30 minutes 43 seconds, a radius of 466.25 feet and a chord bearing and distance of North 09 degrees 56
minutes 53 seconds West, 158.01 feet
THENCE Northerly, with said curve to the left. an orc distance of 158.78 feet to a 1/2 inch iron rod with a yellow plastic
cap stamped "JVC" found for comer at the beginning of a reverse curve to the right having a central angle
of 15 degrees 30 minutes 27 seconds, a radius of 76&75 feet and a chord bearing and distance of North 11 degrees 57
minutes 01 seconds West 207.43 feet.
THENCE Northerly, with said curve to the eight, on are: distance of 208-07 feet to a 1/2 inch iron rod with a yellow plastic
cap stomped "JVC" found for comer;
THENCE South 89 degrees 41 minutes 06 seconds West, a distance of 140.34 feet to a 1/2 Inch Iron rod with a yellow
plastic cap stomped "JVC- found for comer in the east line of the above mentioned Cooper Creek Rood at the beginning of
• non -tangent curve to the right having a central angle of 04 degrees 21 minutes 31 seconds. a radius of 910.00 feet and
• chord bearing and distance of North 02 degrees 29 minutes 40 seconds West, 69.21 feet;
THENCE Northerly, with said east line and with sold curve to the right, on arc distance of 69.22 feet to a 1/2 Inch iron rod
with a yellow plastic cap stamped "JVC" found for comer,
THENCE North 00 degrees 18 minutes 54 seconds West, continuing with said east line, a distance of 52-53 feet to
a 1/2 inch Iron rod with a yetlow plastic cap stomped "JVC" found for comer at the beginning of a non -tangent curve to
the left having a central angle of 04 degrees 04 minutes 40 seconds, a radius of 60.00 feet and a chord bearing and
distance of North 38 degrees 43 minutes 29 seconds East, 4.27 feet;
THENCE Northerly, with said curve to the left, an arc distance of 4.27 feet to a 1/2 inch Iran rod with a yellow plastic cap
stomped "JVC" found for comer,
THENCE North 89 degrees 41 minutes 06 seconds East, a distance of 138.81 feet to a 1/2 inch iron rod with I a yellow
plastic cap stomped -JVC" found for comer,
THENCE North 01 degrees 43 minutes 33 seconds East, a distance of 141.57 feet to a 1/2 Inch iron rod with a yellow
plastic cop stomped "JVC" found for comer;
THENCE North 30 degrees 04 minutes 44 seconds West, *a distance of 104.72 feet to a 1/2 Inch iron rod with a yellow
plastic cop stamped -JVC- found for comer-,
THENCE North 07 degrees 36 minutes 53 seconds West, a distance of 125.00 feet to the POINT OF BEGINNING and
containing 1.526 acres of land, more or less.
OWNER'S CERTIFICATE:
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS*
THAT, NASH CANYON FALLS, I.L.C. acting heroin by and through its duty authorized officers, does hereby adopt this amended
plot designated herein as LOTS 7-A & 19X-A, BLOCK M CANYON FALLS - VILLAGE 5. an addition to the Town of Flower
Mound, Denton County, Texas.
The easements shown hereon are hereby reserved for the purposes as indicated. All streets, alloys and rights -of -way are
hereby dedicated in fee sample to the Town of Flower Mound for municipal purposes. The utility and fire )one easements
(streets. alloys, and common areas) sholl be open to the public, fire and police units, garbage and rubbish collection
agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or
growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility
easements being hereby reserved for the mutual use and accommodation of oil public utilities using or desiring to use some.
All and any public utility shall have the right to remove and keep removed all or parts of any buildings. fences. trem
shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or
efficiency of its respective system on the utility easements and all public utilities shall at off times have the full dot Of
Ingress and egress to and from and upon the said utility easements for the purpose of construction, reconstructing,
inspecting, patrolling, maintaining and adding to or removing off or parts of its respective systems without the necessity at
any time of procuring the permission of anyone. Any public utility shall hove the right of ingress and egress to private
property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility.
This plot approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Flower Mound.
BY. NASH CANYON FALLS, LLC
A DELAWARE LIMITED LIABILITY COMPANY
BY- NEWLAND REAL ESTATE GROUP, LLC
A DELAWARE LIMITED LIABILITY COMPANY
IT'S DEVELOPMENT MANAGER
BY: Z
BF4AN 6"ER, VICE PRESIDENT
# a NFOXIS ;
wsiffi� - I
BEFORE ME, the undersigned authority. on this day personally appeared BRAN CRAMER. 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 purpose and
consideration therein expressed, in the capacity therein stated. and as the act and dead of sold company.
GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of 2016.
Notary Public In and for the State of Texas
coftwr�
My Commission Expires: ao I
OWNER'S CERTIFICATE:
NOW, THEREFORE, KNOW ALL MEN BY 'THESE PRESENTS:
THAT, DREES CUSTOM HOMES, LP.. acting herein by and through its duty authorized officers, does hereby adopt this
amended plot designated herein as LOTS 7-A & 19X-A, BLOCK )04 CANYON FALLS - VILLAGE % an addition to the Town of
Flower Mound, Denton County, Texas.
The easements shown hereon ore hereby reserved for the purposes as indicated. AN streets, alloys and rights -of -way are
hereby dedicated In fee simple to the Town of Flower Mound for municipal purposes. The utility and fire lone easements
(streets, alloys, and common areas) shall be open to the Public, fire and polka units, garbage and rubbish collection
agencies and all public and private utilities for each particular use. No buildings, trees. shrubs or other improvements or
growths shall be constructed, reconstructed or placed upon. over or across the utility easements as shown. Sold utility
easements being hereby reserved for the mutual use and accommodation of ON public utilities us" or desiring to use same.
Ali and any Public utility shall hove the right to remove and keep removed all or ports of any buildings, fencesI 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 the utility easements and all public utilities shall at oft times hove the full right of
ingress and egress to and from and upon the said utility easements for the purpose of construction, reconstructing,
inspecting, patrolling, maintaining and adding to or removing all or ports of its respective systems without the necessity at
any time of procuring the permission of anyone. Any public utlity shaft hove the right of ingress and egress to Private.
property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility.
This plot approved subject to all platting ordinance% rules. regulations and resolutions of the Town of Flower Mound.
BY. DREES CUSTOM HOMES, L.P.,
A TEXAS LIMITED PARTNERSHIP
BY. DREES BUILDERS, INC.,
AN OHIO CORPORATION,
ITS GENERAL PARTNER
IRA
AMT SE Y•ALLAS LAND
STATE OF TEXAS
COUNTY OF tfi!�
BEFORE ME. the undersigned authority, on this day personally appeared ERIK NORGELLO. 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 Purpose
and considerottori therein expressed, In the capacity therein stated, and as the act and deed of sold company.
.A.AL I I
GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of eLA6WkLA_1 201 &
Notary Public in and for the State of Texas
Myyf
My Commission Expires: A
KNOW ALL MEN BY THESE PRESENTS.
That 1, Ryon S. Reynolds, do hereby certify that I have prepared this plot from on actual survey of the land, and that the
comer monuments shown thereon were found or placed under my personal supervision In accordance with the Platting rules
and regulations of Town of Flower Mound, Denton County, Texas.
RYAN MZ WYNOLDS, R.P.L.S.
Registered Professional Land Surveyor No. 6385
STATE OF TEXAS
COUNTY OF COLLIN
BEFORE ME, the undersigned authority. on this day personally appeared RYAN S. REYNOLDS, 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 purpose
and consideration therein expressed, In the capacity therein stated, and as the act and deed of said company.
r4,VEN UNDER MY HAND AND SEAL OF OFFICE on the IS day Of U14 Iffiltif r- -- 201
QIffim CAROL LYNN BUSH
Public in and f(Wthe Stott of Texas
Notaq Public, state of Texas
ZI gym. 4mm. Expires 10-15-2020
AM
My Commission Expires: 1 44 Notary 10 129184760
Town M6-nagoU
Jimmy Stathotos;
) ). 2018
Date
21 ► 21
0 41 a
Theresa Scott, TOM Secretary
Town of Flower Mound
U7_71=0
rZk7i"a
Pri-74=
STRWPLOI
TYPICAL SF-10 LOT
SETBACK DETAIL
SIDE YARD
SEMAXIC
0�0
NOTES-
1. THE BEARINGS CONTAINED HEREIN ARE BASED UPON THE DEED TO NASH CANYON FALLS. LLC- RECORDED IN
INSTRUMENT NO. 2015-34494 OF THE DEED RECORDS OF DENT014 COUNTY, TX (D.R.DI
Z ALL LOT CORNERS MONUMENTED WITH A 1/2 INCH IRON ROD WITH A YELLOW PLASTIC CAP STAMPED 'JVI
UNLESS OTHERWISE NOTED.
3. TOI MONUMENT USED IS #3&
4. PURSUANT TO T14E ORDINANCE NO. 36-92 OF THE TOWI4 OF FLOWER MOUND. TEXAS, A MANDATORY
HOMEOWNERS ASSOCIATION SHALL BE ESTABLISHED AND CREATED TO ASSUME AND BE RESPONSIBLE FOR THE
CONTINUOUS AND PERPETUAL OPERATION MAINTENANCE AND/IOR SUPERVISION OF DRAINAGE EASEMENTS.
LANDSCAPING SYSTEMS OR THOR PHYSICAL FACILITIES OF GROUND HELD IN COMMON AND NECESSARY OR
DESIRABLE FOR THE WELFARE OF THE AREA OF SUBDIVISION OR THAT ARE OF COMMON USE OR- BENEFIT.
SAID MANDATORY HOMEOWNERS'S ASSOCIATION SHALL BE RESPONSIBLE FOR THE CON11NUOUS AND PERPETUAL
OPERATION MAINTENANCE AND/Oft SUPERVISION OF THE LANDSCAPE SYSTEMS. FEATURES OR ELEMENTS
LOCATED IN PARKWAY COMMON AREA, BETWEEN SCREENING WALLS OR LIVING SCREENS AND ADJACENT CURBS
OR STREET PAVEMENT EDGES. ADJACENT TO DRAINAGE WAYS OR DRAINAGE STRUCTURES. OR AT SUBDIVISION
ENTRYWAYS.
5. ALL X-LOTS ARE UNBUILDABLE AND SHALL BE DEDICATED To AND MAINTAINED BY THE HOA. ALL X-LOTS
SHALL ALSO BE DEDICATED AS WATER. SEWER. PRIVATE DRAINAGE AND PEDES-TRIAN ACCESS EASEMENTS.
6. WALL MAINTENANCE EASEMENTS SHALL BE DEDICATED TO THE HOA FOR PERPETUAL MAINTENANCE.
7. ANY FENCE CONSTRUCTED ADJACENT AND/OR PARALLEL TO OPEN SPACE SHALL CONSIST OF WROUGHT IRON
OR TUBULAR STEEL.
& ALL RETAINING WALLS. -TURN DOWN CURBS & TREE RETAINING WALLS SHALL BE CLAD IN A MATERIAL TO
COMPLEMENT 'THE MATERIALS AND COLORS MT14IN THIS DEVELOPMENT.
ENGINEER/SURVEYOR:
J. VOLK CONSULTING, INC.
830 CENTRAL PARKWAY EAST, SUITE 300
PLANO, TX 75074
972-201-3100
RYAN.REYNOLDS@JVOLKCONSULTING.COM
TBPLS, FIRM NO. 10194033
OWNER:
NASH CANYON FALLS, LLC
1B,%, WI-ST-SA"fUSrt'Wil'AA=�'t
SUITE 300
HOUSTON, TX 77064
972-992-3159
BCRAMER@NEWLANDCO.COM
OWNER:
DREES CUSTOM ES, LP
6225 N STATE HIGHWAY 161
SUITE 150
IRVING, TX 75038
972-953-4500
1Q1
VICINITY MAP
N.T.S.
THE PURPOSE OF •THIS AMENDING PLAT
IS TO REVISE THE COMMON SIDE YARD,
LOT LINE BETWEEN LOT 7, BLOCK XX
& LOT 19X, BLOCK XX.
A A A
AM
WANKILHILYREIM9
MIe[ei�.�
Igo 0 _1111illirml A
•
AN ADDITION TO THE
TOWN OF FLOWER MOUND,
DENTON COUNTY, TEXAS,
ACCORDING TO THE PLAT
RECORDEDIN
DOCUMENT NUMBER 2017-379
OF THE PLAT RECORDS OF
DENTON COUNTY, TEXAS
LOCATED IN THE
W. LOVE SURVEY • - ABSTRACT NO. 728 &
M.E.P. & P.R.R. SURVEY - ABSTRACT 922
•
Filed for Record
in the Official Records 01:
Denton county
On: lV2012018 1*63:22 PM
In the PLAT Records
CANYON FALLS VILLAGE 5
Doc Number. 2019-519
Number of PaW: 2
Amount: 100.00
Order#:20181220000479
By: CK
!:l
NOTES:
1. THE BEARINGS CONTAINED HEREIN ARE BASED UPO THE PLAT OF CANYON
FALLS VILLAGE 5, AS RECORDED IN DOCUMENT NO. 2017-379, PLAT
RECORDS, DENTON COUNTY, TEXAS.
2. ALL LOT CORNERS MONUMENTED WITH A 1/2 INCH IRON ROD WITH A
YELLOW PLASTIC CAP, STAMPED "JVC" UNLESS OTHERWISE NOTED.
3. TOWN MONUMENT USED IS #38.
4. PURSUANT TO THE ORDINANCE NO. 36-92 OF THE TOWN OF FLOWER
MOUND, TEXAS, A MANDATORY HOMEOWNERS ASSOCIATION SHALL BE
ESTABLISHED AND CREATED TO ASSUME AND BE 'RESPONSIBLE FOR THE
CONTINUOUS AND PERPETUAL
OR
2 SUPERVISION OF DRAINAGE EASEMENTTS,ELN AI ON DSCAPINGN SYSTEMS OR TENANCE ANDSYSTEMS
/ PHYSICAL FACILITIES OF GROUND HELD IN COMMON AND NECESSARY OR
/ DESIRABLE FOR THE WELFARE OF THE AREA OF SUBDIVISION OR THAT ARE
GRAPHIC SCALE / / OF COMMON USE OR BENEFIT. SAID MANDATORY HOMEOWNERS'S
i eo ao o so ISO CANYON FALLS VILLAGE 4A ASSOCIATION SHALL BE RESPONSIBLE FOR THE CONTINUOUS AND
- ,i �
DOCUMENT NO. 2018-358 1 / / / / PERPETUAL OPERATION MAINTENANCE AND/OR :SUPERVISION OF THE
P.R.D.C.T. / / / LANDSCAPE SYSTEMS, FEATURES OR ELEMENTS LOCATED IN PARKWAY
COMMON AREA, BETWEEN SCREENING WALLS OR LIVING SCREENS AND
VICINITY MAP /
( IN FEET) / / / 1-1 ADJACENT CURBS OR STREET PAVEMENT EDGES, ADJACENT TO DRAINAGE
/
N.T.S. 1 inch = 60 ft. \ / / / WAYS OR DRAINAGE STRUCTURES, OR AT SUBDIVISIO ENTRYWAYS.
5. ALL X-LOTS ARE UNBUILDABLE AND SHALL B DEDICATED TO AND
/ / MAINTAINED BY THE HOA. ALL X-LOTS SHALL A SO BE DEDICATED AS
WATER, SEWER, PRIVATE DRAINAGE AND PEDESTRIAN ',ACCESS EASEMENTS.
^• \ / / / / / 6. ANY FENCE CONSTRUCTED ADJACENT AND/OR PARALLEL TO OPEN SPACE
SHALL CONSIST OF WROUGHT IRON OR TUBULAR STEEL.
7. ALL RETAINING WALLS, TURN DOWN CURBS & TREE RETAINING WALLS SHALL
BE CLAD IN A MATERIAL TO COMPLEMENT THE MATERIALS AND COLORS
\ / / G�, / WITHIN THIS DEVELOPMENT,
20' UTILITY EASEMENT
DOCUMENT NO. 2017-379
P.R.D.C.T. \ /
/ <
N50'21'35"E
8.00' \ \ \ \
VARIABLE WIDTH V&E \ \
REMAINDER OF (TOWN OF NORTHLAKE) \ \ \ \ \\
DOC. NO. 2016-126185
TRACT ONE D.R.D.C.T. \\ \ \ \\
NASH CANYON FALLS, LLC
DOCUMENT NO. 2015-34494
D.R.D.C.T.
(FUTURE VILLAGE 4B) \ \ 1
LOT 4X-A, SOCK TT \ \ 1 1
5.557 ACRES \ N: 7079248.474
\ \ E: 2362296.117
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C1
74'41'03"
210.00'
160.22'
273.73'
N31'09'32"E 254.76'
C2
26*19'44"
675.00'
157.88'
310.18'
S52'48'17"E 307.46'
C3
21*18'35"
683.00'
128.50'
254.02'
S2859'08"E 252.56'
C4
7'17'59"
950.00'
60.60'
121.03'
S86'02'07"W 120.95'
C5
138'00'16"
60.00'
156.32'
144.52'
S55'07'48"W 112.03'
C6
8'27'23"
300.00'
22.18'
44.28'
S15'27'24"W 44.24'
C7
78'27'47"
15.00'
12.25
20.54'
N51'05'01"W 18.97'
C8 1
124'25'44"
60.00'
113.87'
130.30'
N74'03'59"W 106.16'
\ \ \ S54 26 17 E 8,556.47 TO
20' DRAINAGE EASEMENT \ \ TOWN MONUMENT #38
5' UTILITY EASEMENT DOCUMENT NO. 2017-379
DOCUMENT NO. 2017-379 P.R.D.C.T: 1
\ P.R.D.C.T. \ 1
\ VARIABLE WIDTH
\ \ DRAINAGE EASEMENT \ \ " 1 I
DOCUMENT NO. 2017-379 " + \ S32'01 38 W I I
P.R.D. C.T. r \ 3O.SO
P INIT OF BEGINNING - ROA-D , 1
N: 7079091.285 L 1- - - - RUST LL
/� ----- -- �� _------ _ `�_ t -T
E: 2361285.943 .._ _
S58.50' -4 E 91314.32 TO
TO MONUMENT #38 + yyE / �- - - - - - - ------- - --eUE11 I
POINT OF S/7'2 5 '19"E
I
BEGINNING A2-1 60 81' / ^ 25 �`
N76.01 / ,� ^ / // 18
rp / 14 15 16 17 191<
100 YR FEMA FLOODPLAIN LIMITS , / ,!
f I(PER FIRM PANEL 48121CO505G / / /
� � CANYON FALLS -VILLAGE 5 I 1
APRIL 2011) DOCUMENT NO 2017-379 I i
P.R.D.C.T.
" / XX 1
6CC1 �I �) i 13 ml 12 11 10 9
100 YR ULT. FLOODPLAIN LIMIT
(PER NWRS 2007 STUDY)
\ e ! t
ACCESS EASEMENT
�A SANITARY
SEWER EASEMENT !' ! I � S89'41'06"W e �J/� /� i e i �J
DOCUMENT NO. !' ! L� - 46.80' - - - - - - V G 03 / ` A G 0 1 V 0 1 C0
2010-121097 ! LITTLE ELM CREEK ROAD 7 7
D.R.D.C.T. ! ! ! \
! ! \ - - - - - - - - - - - - - - - - - - - - -
-_ i --_ _ -I 5 � , - - �. - - - I - - - D.N.W.
! !! -4- I I -zse� I I I w
' I I I I I I LEGEND
! ! 13
12 tr 1 to 1 s 1 a 7 0 1/2" IRON ROD FOUND WITH YELLOW
! ( I I I I I PLASTIC CAP STAMPED "JVC"
(UNLESS OTHERWISE NOTED)
iq'0I 1/2" IRON ROD SET WITH YELLOW
I 1 I I I I I PLASTIC CAP STAMPED JVC
I (UNLESS OTHERWISE NOTED)
I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <CM> CONTROL MONUMENT
D.R.D.C.T. DEED RECORDS, DENTON COUNTY, TEXAS
15 GASLINE EA EMENT
DOC. No. 2015 65666 P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS
D.R.D.C.T.
UE UTILITY EASEMENT
DE DRAINAGE EASEMENT
WLE WATER LINE EASEMENT
BL BUILDING LINE
NOTE:
1. BEARINGS BASED ON STATE PLANE COORDINATES
(SURFACE) TEXAS NORTH CENTRAL ZONE AS OBSERVED BY
TOPCON GPS. A COMBINED SCALE FACTOR OF 1.0001596
SHALL BE USED TO TRANSLATE TO NAD 83 GRID.
ENGINEER/SURVEYOR:
JOHNSON VOLK, INC.
740 CENTRAL PARKWAY EAST, SUITE 1200
PLANO, TX 75074
972-201-3100
RYAN. REYNO LDS@JOHNSONVOLK.COM
TBPLS FIRM NO. 10194033
THE PURPOSE OF THIS AMENDED PLAT IS
TO REVISE THE LOCATION OF THE
100-YR ULTIMATE FLOODPLAIN LIMITS
PER THE 2007 NWRS FLOOD STUDY.
AMENDED RECORD PLAT OF
LOT 4X-A, BLOCK TT
CANYON FALLS
VILLAGE 5
AN ADDITION TO THE
TOWN OF FLOWER MOUND,
DENTON COUNTY, TEXAS
BEING AN AMENDMENT OF
LOT 4X, BLOCK TT
CANYON FALLS VILLAGE 5
AN ADDITION TO THE
TOWN OF FLOWER MOUND,
DENTON COUNTY, TEXAS,
ACCORDING TO THE PLAT
RECORDED IN
DOCUMENT NUMBER 2017-379
OF THE PLAT RECORDS OF
DENTON COUNTY, TEXAS
LOCATED IN THE
F. THORNTON SURVEY - ABSTRACT NO. 1244
5.557 ACRES
Date: June 26, 2023
SHEET 1 OF 2
CANYON FALLS MASTER COMMUNITY, INC.
6950 CANYON FALLS DRIVE
NORTHLAKE, TX 76226
214-530-0155
SCOTT.MOLLOY@
BROOKFIELDPROPERTIESDEVELOPMENT.COM
Filed for Record
in the Official Records Of:
Denton County
On: 6/29/20231:16:58 PM
In the PLAT Records
CANYON FALLS VILLAGE 5
Doc Number: 2023-233
Number of Pages: 2
Amount: 100.00
Order#:20230629000427
By: EL
1 rc[c..utcullvv HVI-VKMHIIVN '
Ti
OWNER'S CERTIFICATE: DEDICATION STATEMENT: APPROVED:
BEING a tract of land situated in the F. THORNTON SURVEY, ABSTRACT NO. 1244, Town of Flower NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: TOWN OF FLOWER MOUND
Mound, Denton County, Texas and being all of Lot 4X, Block TT of CANYON FALLS VILLAGE 5, an TOWN MANAGER
Addition to the Town of Flower Mound, Denton County, Texas according to the Plat thereof recorded THAT, CANYON FALLS MASTER COMMUNITY, INC., acting herein by and through its duly authorized
in Document No. 2017-379, Plat Records, Denton County, Texas and being more particularly officers, does hereby adopt this amended record plat designated herein as LOT 4X-A, BLOCK TT,
described as follows: CANYON FALLS VILLAGE 5, an addition to the Town of Flower Mound, Denton County, Texas.
Town Manag
The easements shown hereon are hereby reserved for the purposes as indicated. All streets, alleys James W. Childers
BEGINNING at a -1/2 inch iron rod with a yellow plastic cap stamped "JVC" found for the most and rights -of -way are hereby dedicated in fee simple to the Town of Flower Mound for municipal
westerly northwest corner of said Lot 4X; purposes. The utility and fire lane easements (streets, alleys, and common areas) shall be open to A
the public, fire and police units, garbage and rubbish collection agencies and all public and private � �. --_I' �� 2023 'µ "111
THENCE Northeasterly, with the north line of said Lot 4X, the following eight (8) courses and utilities for each particular use. No buildings, trees, shrubs or other improvements or growths shall Date ,��y1{N
distances: be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said
utility easements being hereby reserved for the mutual use and accommodation of all public utilities
North 76 degrees 01 minutes 10 seconds East, a distance of 127.58 feet to a 1/2 inch iron using or desiring to use some. SIGNED AND SEALED: 1410
rod with a yellow plastic cap stamped "JVC" found for corner; All and an public utility shall have the right to remove and keep removed all or y TOWN OF FLOWER MOUND
Y P Y 9 P Parts of an ,7►
buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or.'`��.....
South 77 degrees 25 minutes 19 seconds East, a distance of 60.81 feet to a 1/2 inch iron rod interfere with the construction, maintenance or efficiency of its respective system on the utility 'q
with a yellow plastic cap stamped "JVC" found for corner; easements and all public utilities shall at all times have the full right of ingress and egress to and
from and upon the said utility easements for the purpose of construction, reconstructing, Theresa Scott, Tom-1 S etary
North 60 degrees 51 minutes 33 seconds East, a distance of 87.07 feet to a 1/2 inch iron rod inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems Town of Flower Mound
with a yellow plastic cap stamped "JVC" found for corner; without the necessity at any time of procuring the permission of anyone. Any public utility shall
have the right of ingress and egress to private property for the purposes of reading meters and
North 54 degrees 48 minutes 21 seconds East, a distance of 215.00 feet to a 1/2 inch iron any maintenance and service required or ordinarily performed by that utility.
rod with a yellow plastic cap stamped "JVC" found for corner at the beginning of a This plat a
non -tangent curve to the left having a central angle of 74 degrees 41 minutes 03 seconds; a P approved subject to all platting ordinances, rules, regulations and resolutions of the Town
g g g g of Flower Mound.
radius of 210.00 feet and a chord bearing and distance of North 31 degrees 09 minutes 32
seconds East, 254.76 feet;
Northerly, with said curve to the left, an arc distance of 273.73 feet to a 1/2 inch iron rod BY: CANYON FALLS MASTER COMMUNITY, INC.
with a yellow plastic cap stamped "JVC" found for corner; A TEXAS CORPORATION
North 24 degrees 01 minutes 51 seconds East, a distance of 171.88 feet to a 1/2 inch iron rod
with a yellow plastic cap stamped "JVC found for corner at the beginning of a non -tangent BY: _
curve to the right having a central angle of 26 degrees 19 minutes 44 seconds, a radius of Scott olloy
675.00 feet and a chord bearing and distance of South 52 degrees 48 minutes 17 seconds Owner's t
East, 307.46 feet;
Southeasterly, with said curve to the right, an arc distance of 310.18 feet to a 1/2 inch iron
rod with a yellow plastic cap stamped "JVC" found for corner; STATE OF TEXAS �/"f�.����• §
North 50 degrees 21 minutes 35 seconds East, a distance of 8.00 feet to a 1/2 inch iron rod COUNTY OF
with a yellow plastic cap stamped "JVC" found for corner at the beginning of a non -tangent
curve to the right having a central angle of 21 degrees 18 minutes 35 seconds, a radius of BEFORE ME, the undersigned authority, on this day personally appeared SCOTT MOLLOY, known to
683.00 feet and a chord bearing and distance of South 28 degrees 59 minutes 08 seconds me to be the person whose name is subscribed to the foregoing instrument and acknowledged to
East, 252.56 feet; me that he executed the some for the purpose and consideration therein expressed, in the capacity
therein stated, and as the act and deed of said company.
THENCE Southerly, with said curve to the right, passing at an arc distance of 6.01 feet a 1/2 inch iron rod with a yellow plastic cap stamped "JVC" found in the west line of Denton Creek Boulevard, GIVEN UNDER MY HAND AND SEAL OF OFFICE on the _27 day of,2023.
a variable width right-of-way, and continuing with said west line in all for a total arc distance of
254.02 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "JVC" found for corner at the
north end of a corner clip;
THENCE South 32 degrees 01 minutes 38 seconds West, with said corner clip, a distance of 30.80 - - ` -- W,�;�-- - `-`-`-
feet to a 1/2 inch iron rod with a yellow plastic cap stamped "JVC" found in the north line of Rust Notary Public in and for a State of Texas
Falls Road, a 50 foot right-of-way, at the south end of said corner clip;;
rl.
THENCE Westerly, with said north line, the following six (6) courses and distances: ' ,.'}g MYIY�*129164759
s; Ea�ree October 15, 2a
South 82 degrees 23 minutes 07 seconds West, a distance of 156.72 feet to a 1/2 inch iron rod
with a yellow plastic cap stamped "JVC" found for corner at the beginning of a curve to the right
having a central angle of 07 degrees 17 minutes 59 seconds, a radius of 950.00 feet and a chord
bearing and distance of South 86 degrees 02 minutes 07 seconds West, 120.95 feet;
Westerly, with said curve to the right, an arc distance of 121.03 feet to a 1/2 inch iron rod with a
yellow, plastic cap stamped "JVC" found for corner,
South 89 degrees 27 minutes 55 seconds West, a distance of 126.01 feet to a 1/2 inch iron rod
with a yellow plastic cap stamped "JVC" found for corner at the beginning of a non -tangent curve SURVEYORS CERTIFICATE'
to the left having a central angle of 138 degrees 00 minutes 16 seconds, a radius of 60.00 feet
and a chord bearing and distance of South 55 degrees 07 minutes 48 seconds West, 112.03 feet; KNOW ALL MEN BY THESE PRESENTS:
That I, Ryan S. Reynolds, do hereby certify that I have prepared this plat from an actual survey of
Southwesterly, with said curve to the left, an arc distance of 144.52 feet to a 1/2 inch iron rod the land, and that the corner monuments shown thereon were found or placed under my personal
with a yellow plastic cap stamped "JVC" found for corner; supervision in accordance with the platting rules and regulations of Town of Flower Mound, Denton
County, Texas.
South 19 degrees 41 minutes 06 seconds West, a distance of 67.47 feet to a 1/2 inch iron rod
with a yellow plastic cap stamped "JVC" found for corner at the beginning of a curve to the left `
having a central angle of 08 degrees 27 minutes 23 seconds, a radius of 300.00 feet and a chord _- __ _ __ "t..•"r":'
bearingand distance of South 15 degrees 27 minutes 24 seconds West; 44.24 feet; e
9 RYAN S. DS, R.P.C. rr�
Registered Professional Land Surveyor No. 6385 iy.
Southerly, with said curve to the left, an arc distance of 44.28 feet to a 1/2 inch iron rod with a Rr!;N '•
yellow plastic cap stamped "JVC" found for the northeast corner of Lot 3, Block TT of said •°� 8�5 �•�"
pess
Addition; STATE OF TEXAS §
9ti0 3UO
THENCE South 89 degrees 41 minutes 06 seconds West, leaving said north line, a distance of COUNTY OF COLLIN §
197.62 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "JVC" found for corner; BEFORE ME, the undersigned authority, on this day personally appeared RYAN S. REYNOLDS, known
to me' to be the person whose name is subscribed to the foregoing instrument and acknowledged
THENCE South 56 degrees 50 minutes 16 seconds West, a distance of 64.79 feet to a 1/2 inch to me that he executed the some for the purpose and consideration therein expressed, in the
iron rod with a yellow plastic cap stamped "JVC" found for the most westerly northwest corner of capacity therein stated, and as the act and deed of said company.
Lot 1, Block TT of said Addition;
GIVEN UNDER MY HAND AND SEAL OF OFFICE on the 2 i day of __
THENCE South 00 degrees 18 minutes 54 seconds East, a distance of 94.86 feet to a 1/2 inch 2023.
iron rod with a yellow plastic cap stamped "JVC" found for corner in the north line of Little Elm
Creek Road, a 50 foot right-of-way, for the southwest corner of said Lot 1;
�" c�toi. LYNN t�usrt
.THENCE Westerly, with said north line, the. following three (3) courses and distances: Notary Public in an for the State of Texas �� '� �°`-
• *: My Notary lD # 129164759
X °•' EVirm October 15, 2M
South 89 degrees 41 minutes 06 seconds West, a distance of 46.80 feet to a 1/2 inch iron rod
with a yellow plastic cap stamped "JVC" found for corner at the beginning of a curve to the
right having a central angle of 78 degrees 27 minutes 47 seconds, a radius of 15.00 feet and
a chord bearing and distance of North 51 degrees 05 minutes 01 seconds West, 18.97 feet;
Northwesterly, with said curve to the right, an arc distance of 20.54 feet to a 1/2 inch iron
rod with a yellow plastic cap stamped "JVC" found for corner at the beginning of a reverse
curve to the Left having a central angle of 124 degrees 25 minutes 44 seconds, a radius of
60.00 feet and a chord bearing and distance of North 74 degrees 03 minutes 59 seconds West,
106.16 feet:
Westerly, with said curve to the left, an arc distance of 130.30 feet to a 1/2 inch iron rod with
a yellow plastic cap stamped "JVC" found for the southwest corner of sold Lot 4X;
THENCE North 17 degrees 29 minutes 16 seconds West, leaving said north line, a distance of 167.78
feet to the POINT OF BEGINNING and containing 5.557 acres of land, more or less.
ENGINEER/SURVEYOR:
JOHNSON VOLK, INC.
740 CENTRAL PARKWAY EAST, SUITE 1200
PLANO, TX 75074
972-201-3100
RYAN.REYNOLDS@JOHNSONVOLK.COM
TBPLS FIRM NO. 10194033
THE PURPOSE OF THIS AMENDED PLAT IS
TO REVISE THE LOCATION OF THE
100-YR ULTIMATE FLOODPLAIN LIMITS
PER THE 2007 NWRS FLOOD STUDY.
AMENDED RECORD PLAT OF
LOT 4X-A, BLOCK TT
CANYON FALLS
VILLAGE 5
AN ADDITION TO THE
TOWN OF FLOWER MOUND,
DENTON COUNTY, TEXAS
BEING AN AMENDMENT OF
LOT 4X, BLOCK TT
CANYON FAILS VILLAGE 5
AN ADDITION TO THE
TOWN OF FLOWER MOUND,
DENTON COUNTY, TEXAS,
ACCORDING TO THE PLAT
RECORDED IN
DOCUMENT NUMBER 2017-379
OF THE PLAT RECORDS OF
DENTON COUNTY, TEXAS
LOCATED IN THE
F. THORNTON SURVEY - ABSTRACT NO. 1244
5.557 ACRES
Date: June 26, 2023
SHEET 2 OF 2
OWNER:
CANYON FALLS MASTER COMMUNITY, INC.
6950 CANYON FALLS DRIVE
NORTHLAKE, TX 76226
214-530-015S
SCOTT.MOLLOY@
BROOKFIELDPROPERTIESDEVELOPMENT.COM
Filed for Record
in the Official Records Of:
Denton County
On: 6/29/2023 1:16:58 PM
In the PLAT Records
CANYON FALLS VILLAGE 5
Doc Number: 2023-233
Number of Pages: 2
Amount: 100.00
Order#:20230629000427
BY: EL
■
RECORDING INFORMATION