SJ1528A\ 15, SANITARY
SEWER EASEMENT
DOC. NO. 2021-154963
D.R.D.C.T. /
REMAINDER OF
TRACT ONE
NASH CANYON FALLS, LLC
DOCUMENT NO. 2015-34494 $
\ I D.R.D.C.T. - 1
TRA SANITARY SEWER / / 15' WATER EASEMENT\
EASEMENT / / DOC. N0. 2021 15496 \
DOCUMENT NO. \ i / i / D.R.D.C.T.
\ 2010-121096
\ D.R.D.C.T.
\ 60 80 40 0 80 160
\ CREEK \ 1 \\ `
\ / \ s SCALE- 1" _ 80'
ULTIMATE FLOODPLAIN
S39'37'22"E „ $�y 19 \ \ \ LOCAoN a
76.14' S6T56' 53 E S'1 — — —�
129.57'
9 �
NORTH
VICINIT'l MAP
N.T.S.
\ \ L20 " ''°°' \\cr �\ \ \ LL22788
\,\ \�199 \G ` \ L279�\
\\ \ \ \ \ C51 PART OF \\� \ \ \ \ 15' WATER EASEMENT
* - SL7 TRACT ONE 1 \ \ \ \ \ L282 DOC. No. zo21-154961
8e3Y��
NASH CANYON FALLS, LLC \ \ \ \ \ L2 FEMA FLOOD
DOCUMENJ NO. 2015-34494 \\ \ G1 PLAIN 2011 l
\ 4 L/ 9 /\ \ 98 D.R.D.C.T. \\ 151 FIRM PANEL NO.
\ \ 1 c3t� 48121CO505G
\L9\ \ 0 1 BLOCK A \ \ \ 52 \L2 / NOTES: LEGEND
\ \ \ \`s• 7 �j Ll �8� 1. Basis of bearings derived from deed to Nash F O 1/2" IRON RO FOUND WITH YELLOW
2\ \ \G LOT 1 /.'a� Lt'G 3 DEL
p�\ C47 \ \ \ \ L1o1 103 `1 Ltt7 1�4\ \1 ��g �o. \ Canyon Falls, LLC, as recorded in Document No. PLASTIC CAP STAMPED "JVC
1 4 L12 L792y ,,- 2015-34494, deed records, Denton County, Texas. (UNLESS OTHERWISE NOTED)
may\ \ \ \ / 193 L11 is t46 2. All property corners monumented with a 1 /2"iron "
�� \\ f \�S • 1 /2 IRON R SET WITH YELLOW
\� \�1 \ \147 L2 rod with a yellow plastic cap stamped JVC unless PLASTIC CAP STAMPED "JVC
� t91 a \ \ 148 L297 1 REMAINDER OF otherwise noted. (UNLESS OTHERWISE NOTED)
t90 Ltt \ \ \ \ TRACT ONE 3. Per the approved PD there are no established <CM> CONTROL MONUMENT
F\ C48 \ \ 24 ACCESS, UTILITY & Lt
FIRELANE EASEMENT NASH CANYON FALLS, LLC / setbacks for this lot.
\ DOCUMENT NO. 2015-34494 4. The Town of Northlake is not responsible for the D.R.D.C.T. DEED RECORD , DENTON COUNTY, TEXAS.
C3o
CURRENT ZONING: \\ i \ D.R.D.C.T. design, construction, operation, maintenance, or use
w of any retaining walls including those adjacent and P.R.D.C.T. PLAT RECORD, DENTON COUNTY, TEXAS
"M-PD" `� 1 within the floodplain easement, hereinafter referred UE UTILITY EASEMENT
CANYON FALLS '\ \ t to as "improvement," to be developed and
\\ PLANNED DEVELOPMENT \ ` \ \ ( constructed by Owner or his successors. Owner will DE DRAINAGE EA13EMENIT
\ i \ \ `'�� C29 �' � \ \ indemnify, defend and hold harmless the Town of BL BUILDING LINE
\ \`� r- t.3o7-7 \ 1 Northlake, its officers, employees, and agents from
r \ \\ "\ any direct or indirect loss, damage, liability, or L___.I
FIRE LANE
\ \ \ VARIABLE WIDTH PRIVATE w\ \ ,
\ \ \ DRAINAGE \\ \ �W�\ \ �3 expense and attorneys fees for any negligence I
\\ \ \ \\ \ \ \ \ t5 EASEMENT \ L 174,A \ 134 4 whatsoever, arising out of the design, construction,
\ \�� \ \ \ \T
t7>g1.al 182 Lin t7 L137 ` 10 ��� I operation, maintenance, condition or use of the
�� \ \\ \ 21 �z� 1ao�i i17 IF % \k0' "improvement," including any non-performance of
\ \ ti,° \ uo7 qa7 . �� ,%i ''ArLL cso I �i1 T VARIABLE WIDTH PRIVATE the foregoing. Owner will require any successor in
\ � \ \ to a 0'� ^ cl' 9 °� ,p / �\ ,2J \ DRAINAGE EASEMENT interest to accept the full responsibility and liability
\ \ \ L21 4 2 , C37 C61/ I �-�� \ �; \ , for the Improvement. All of the above shall
\ Lis \ \ � � � v 70 � 7 � \ k � � 15' WATER EASEMENT impose these covenants upon Lot 1, Block A,
\ C ::� /�\ DOC. N0. 2021-154961 /
VARIABLE WIDTH �� L abutting, adjacent, or served by the "improvement" FINAL PLAT
�9 �i \ j \\ \ \ \ �.R.b.C.T. i f maintaining
\ WATER LINE EASEMENTL227 -''/ ` ¢24 /\\ \ \ L31 1 the full obligation and responsibility o 9 F
\ c43 c9 L22 �+ / c71 \ \ Lit and operation said "improvement."
\ LLi7 �4� / ,� \\ ,�� \ \� ��� uLT/IMA FL000PLAIN 5. Proposed variable width mutual access easement
LA ESTANCIA INVESTMENTS, LP \ L7� `l / / 'S\30 ,yd'. \\ VARIABLEWIDTH \\ \\ \ 11 1 \\ contingent upon mutual access agreement between
DOCUMENT N0. 2008-137045 \ �ti / .+t11 PROPOSED VARIABLE c"a� \� \ DRAINAGE �� \ \ \ 1
D.R.D.C.T. VARIABLE WIDTH �./ �. owners. CANY N FALLS
\ SANITARY SEWER / •O9 WIDTH MUTUAL \\ EASEMENT \\ \ \I L311V FLOOD PLAIN
\ LINE EASEMENT/ ACCESS EASEMENT \\� �,�\ L37 \ L31 EASEMENT
\ 74t CA L1
6 \ 1 \ 1 TRA SANITARY SEWER
C40� 15' PRIVATE ?�tS \\\ t0' WATER \ \ Mo.X EASEMENT
L32( DOCUMENT N0. DEVELOPMENT
� DRAINAGE � , \ � LINE EASEMENT \ 1133� , LIV
EASEMENT s�\ �1 �\ 2010-121096
65 L232 \\ \ G�\ = 1� L322 D.R.D.C.T. L.3 TRACT MU2
cz�l\�\P4 3 \ � Laz BLOCK A, LOT 1,
\\ L129� 31 132
0 184 \ I
SJ1528A G019 S119 C33/C07, ESD1, TID139 W42 CARL E. GIERISCH, SR. & ems\ � `\ L18 ' '
MARTHA V. cIERIscH � \\ \ U t62 1 sD BEING 15.730 ACRES LOCATED IN THE
DOCUMENT NO. 2011-40569 ��� \\\ �\ 50' LANDSCAPE ' r/ _� W. LOVE SURVEN - ABSTRACT NO.728
D.R.D.C.T. ENGINEER/SURVEYOR: AN ADD TION IN THE
990855 A0728A WM LOVE TR 1 K CO/SCH 14.670AC/ALL JOHNSON VOLK CONSULTING, INC.
� � �� 1 � TOWN O NORTHLAKE,
L23 \ 704 CENTRAL PARKWAY EAST, SUITE 1200
_ ' \ DENTON COUNTY, TEXAS
990857 A0728A WM LOVE TR 1 K(W42 14.670AC/ALL PROPOSED VARIABLE \` L157 r/Y 55� PLANO, Tx 75074
WIDTH MUTUAL \\ \ •03'52"W 3�• \ _ 972-201-3100
ACCESS EASEMENT N1D 2
990859 - A0728A WM LOVE, TR 1 L(FLOWER MOUND), 1.06AC/ALL - L RYAN.REYNOLDS@JOHNSONVOLK.COM July 2 12023
\ — 154 TBPLS FIRM N0. 10194033 �
POINT of SHE 1 OF 3
--' BEGINNING �`'�— APPLICANT/DEVELOPER:
LIV DEVELOPMENT, LLC
2204 LAKESHORE DRIVE SUITE 450
f BIRMINGHAM, AL 35209
L�XtsTtN W�a H R o.w.l �,�-- 205-484-2840
i
��AW�rAetE — JLENTZ@LIVDEV.COM
Filed for Record
1 in the official Records Of:
Denton County
OWNER: On: 81111202310:52:21 AM
—_ — NORTHLAKE RESIDENCES, LLC in the PLAT Records
-- ' 2204 LAKESHORE DRIVE, SUITE 450 CANYON FALLS LIV DEVELOPMERDoc Number: 2023-283
Number of Pages: 3
BIRMINGHAM, AL 35209 Amount: 150.00
-"" TRACT FIVE
— _�----- � 205-484-2840 order#:20230811000233
—.- NASH CANYON FALLS, LLC JLENTZ@LIVDEV.COM By: EL
— DOCUMENT NO. 2015-34494
—
D.R.D.C.T.
RECORDING INFORMATION
i
I
i
L2 36 T.E 16A• �g o
659
9 — 571'24 5 2 i�g3 L264 1\�
*� 16�` 1 S551)5'02"E
? 148.26' , si t1s
'!0 \ L24 'I ��i • 1? `� 7 �- ' \ CREEK
\ L242 F'24S — �- I S4 L257 _ \ \
VARIABLES L247J L244a9V-^ 0 `� 512 FLOOD PLAIN i ' 124 �1 �' \ 88 �s+
/ WIDTH UTILITY '' \ \� \ 89
o \ / \ go EASEMENT i �� O
EASEMENT / Cl FLOOD PLAIN
L6T \ / \ , C/►e�- / / / / 47 C \ \ \ \ EASEMENT
\ /C/ ` 0�01 5 `� \\\ 1 \ \ \\ ULTIMATE FLOODPLAtN
C1 �;oe!� `� G� � c35 1 \ \ \ \ LL27
\ i 1 J+� WIT . SOU \ \ L27" 4!
\ WTc 00 / C5s \ \ 1 L27s�
M
LINE TABLE
LINE
BEARING
LENGTH
L1
S53'26'28"E
37.70'
L2
S85'42'31"W
4.71'
L3
Nl'36'39"W
199.31'
L4
N6'39'53"W
169.01'
L5
N7'05'41"E
4.65'
L6
N7'05'41"E
3.00'
L7
N82'54'19"W
74.29'
L8
S82'54'19"E
1.08'
L9
NB2'54'19"W
43.58'
L10
N89'53'09"E
51.99'
L11
NO'11'50"W
331.36'
L12
N011'50"W
268.26'
L13
N0'11'50"W
124,66'
L14
NO'11'50"W
240.96'
L15
N011'50"W
261.50'
L16
N0'11'50"W
221.82'
L17
N90'00'00"E
37.13'
L18
N89'48'10"E
7.44'
L19
SO11'50"E
475.65'
L20
S0'11'50"E
187.60'
LINE TABLE
LINE
BEARING
LENGTH
L221
N63"11'09"E
2.58'
L222
N26'48'51"W
2.92'
L223
N53'36'46"E
56.90'
L224
S53'36'46"W
57.02'
L225
S36'23'14"E
5.00'
L226
N53'36'46"E
10.00.
L227
N36'23'14"W
10.00'
L228
S53'36'46"W
3.94'
L229
N47'23'14"W
76.07'
L230
S47'23'14"E
73.49'
L231
N82'54'19"W
46.74'
L232
N6'39'53"W
169.13'
L233
N1'36'39"W
192.71'
L234
S89'48'10"W
1.34'
L235
S4'28'33"E
12.33'
L236
S48'13'08"E
22.11'
L237
S32'27'23"E
26.64'
L238
S48'13'10"E
6.41'
L239
S41'46'50"E
9.29'
L240
S48'13'08"E
11.62'
LINE TABLE
LINE
BEARING
LENGTH
L21
S011'50"E
288.05'
L22
N89'48'10"E
91.22'
L23
S0'11'50"E
2.31'
L24
N77'25'12"W
268.99'
L25
N1234'48"E
473.69'
L26
S12'34'48"W
293.26'
L27
S12'34'48"W
180.43'
L28
N3'47'14"W
295.11'
L29
S3'47'14"E
61.23'
L30
S3'47'14"E
233.88'
L31
S3'47'14"E
233.89'
L32
N86'12'46"E
234.80'
L33
N86'12'42"E
160.80'
L34
N86'12'56"E
74.00'
L35
N86'12'46"E
46.67'
L36
N86'12'46"E
11.23'
L37
S3'47'14"E
145.67'
L38
N3'47'14"W
295.11'
L39
N86-12.46"E
50.90'
L40
N86`12'46"E
85.23'
LINE TABLE
LINE
BEARING
LENGTH
L241
S41'46'51"E
16.27'
L242
S48'13'10"E
13.94'
L243
S41'46'50"E
9.18'
L244
S57'32'39"E
16.68'
L245
S41'46'51 "E
23.52'
L246
S59'47'32"E
25.31'
L247
S50'37'53"E
32.82'
L248
S58'27'52"E
31.15'
L249
S52-13-32"E
12.23'
L250
S76'54'10"E
13.90'
L251
S61'28'47E
13.04'
L252
N89'48'10"E
10.75'
L253
SO'11'50"E
5.89'
L254
S61'28'47"E
1.71'
L255
S72'50'23"E
43.43'
L256
S65'20'47"E
26.41'
L257
S61'28'48"E
14.52'
L258
S65'20'49"E
11.13'
L259
S61'28'46"E
8.27'
L260
S76'54'10"E
20.56'
LINE TABLE
LINE
BEARING
LENGTH
L41
N3"47'14"W
24.23'
L42
S12'34'48"W
27.46'
L43
S12'34'48"W
58.75'
L44
S12'34'48"W
172.00'
L45
S1234'48"W
146.67'
L46
S77'25'12"E
0.13'
L47
S12'34'48"W
49.58'
L48
N7725'12"W
157.15'
L49
N77'25'12"W
84.83'
L50
N77'25'12"W
17.08'
L51
S82'54'19"E
31.72'
L52
S82'54'19'E
68.65'
L53
N89'48'10"E
60.00'
L54
N89'48'10"E
121.51'
L55
N89'48'10"E
121,51'
L56
N7725'12"W
128,00'
L57
N7'05'41"E
6.93'
L58
N8254'19'W
47.47'
L59
S89'50'20"W
12.11'
L60
S37'05'41"W
22.22'
LINE TABLE
LINE
BEARING
LENGTH
L261
S70'15'41 "E
45.86'
L262
S77'56'23"E
30.98'
1263
S79'25'39"E
26.61'
L264
S65'20'48"E
21.90'
L265
S77'25'12"E
89.97'
L266
S32'25'12"E
35.36'
L267
S12'34'48"W
97.79'
L268
S38'31'49"E
1.36'
L269
S39'23'38"E
15.66'
L270
S33'39'58"E
23.96'
L271
S33'18'38"E
10.89'
L272
S33'30'39"E
8.03'
L273
S4'28'30"E
1.26'
L274
S9'57'50"W
9.05'
L275
S3'48'35"W
22.24'
L276
S11'00'04"W
27.05'
L277
S11*18'36"W
7.79'
L278
S12'59'41 "W
6.69'
L279
S14'19'22"W
6.96'
L280
S5'39'34"W
14.90'
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C1
5*03'13"
150.00'
6.62'
13.23'
N4'08'16"W 13.23'
C2
13*45*34"
150.00'
18.10'
36.02'
S012'54"W 35.94'
C3
90'00'00"
37.00'
37.00'
58.12'
N37'54'19"W 52.33'
C4
23'09'15"
37.00'
7.58'
14.95'
S85'31'04"W 14.85'
C5
58'57'11"
35.33'
19.97'
36.35'
S67'37'06"W 34.77'
C6
51'44'39"
14.67'
7.11'
13.25`
N64'00'50"E 12.80'
C7
85'22'47"
37.00'
34.13'
55.14'
S40'12'55"E 50.17'
C8
71'27'58"
37.00'
26.62'
46.15'
N38'12'27"E 43.22'
C9
105'51'44"
-37.00'
48.98'
68.36'
S53'07'42"E 59.05'
C10
65'29'22"
37.00'
23.79'
42.29'
N57'15'19"W 40.03'
C11
65*41'13"
37.00'
23.88'
42.42'
S57'21'14"E40.13'
C12
90'00'00"
37.00'
37.00'
58.12'
S44'48'10"W 52.33'
C13
90'00'00"
37.00'
37.00'
58.12'
N45-11'50"W 52.33'
C14
77'13'22"
37.00'
29.55'
49.87'
S38'48'31"E 46.18'
C15
90'00'00"
37.00'
37.00'
58.12'
N32'25'12"W 52.33'
C16
16'22'02"
37.00'
5.32'
10.57'
S4'23'47"W 10.53'
C17'
180'00'00"
37.00'
INFINITY'
116.24'
N86'12'46"E 74.00'
C18
92'52'39"
25.00'
26.29`
40.53'
S39'46'27"W 36.23'
C19 `
21*10'58"
49,00'
9.16'
18,12'
N75'37'17"E 18.01'
C20
21*10'58"
25.00'
4.67'
9.24'
S75'37'17"W 9.19'
C21
90'00'00"
25.00'
25.00'
39.27'
N48'47'14"W 35.36'
C22
34'22'33"
10.00'
3.09'
6.00'
S30'34'32"E 5.91'
C23
170'33'34"
49.00'
593.43'
145.87'
N81'29'33"E 97.67'
LINE TABLE
LINE
BEARING
LENGTH
L61
S89'53'18"W
230.97'
L62
N8951'27"W
5.96'
L63
N011'50"W
13.03'
L64
S89'53'30"W
55.96'
L65
$89'51'43"W
14.00'
L66
S011'50"E
15.00'
L67
S0'11'50"E
13.48'
L68
S0'11'50"E
806.81'
L69
S89'48'10"W
14.00'
L70
NO'11'50"W
792.28'
L71
N89'51'27"W
6.05'
L72
S89'53'18"W
223.49'
L73
S37'05'41 "W
6.12'
L74
N84'07'28"W
41.69'
L75
S48'48'10"W
28.69'
L76
S41*11'50"E
10.00'
L77
S48'48'10"W
32.30'
L78
S41 *11'50"E
26.04'
L79
N8254'19"W
26.12'
L80
NO'11'50"W
5.62'
LINE TABLE
LINE
BEARING
LENGTH
L281
S9'58'37"W
5.33'
L282
S7'40'00"W
7.27'
L283
S10*13'33"W
18.62'
L284
' SO'29'23"W '
8.83'
L285
S2'09'24"W
12.57'
L286
S4442'11 "W
6.14'
L287
S38-20.27"W
9.73'
L288
S44'45'20"W
34.99'
L289
S32'59'52'W
0.58'
L290
N78'22'53"W
18.50'
L291
SlW44'20"W
24.37'
L292
S79'54'14"E
19.48`
L293
S30'32'51"E
4.83'
L294
S32'52'07"E
11.45'
L295
S46'10'09"E
2.85'
L296
S14'37'38"E
6.54'
L297
S27'41'18"E
8.28'
L298
S1844'00"E
7.88'
L299
S21'22'14"E
3.75'
L300
S15-36'12"W 1
9.99'
LINE TABLE
LINE
BEARING
LENGTH
L81
S011'50"E
321.41'
L82
S0'11'50"E
84.83'
L83
S011'50"E
145.74'
L84
N89'48'10"E
,139.01'
L85
N89'48'10"E
23.68'
L86
S0'11'50"E
15.50'
L87
S45'11'50"E
12.73'
L88
S0'11'50"E
115.45'
L89
N90'00'00"E
25.17'
L90
N89'48'10"E
109.55'
L91
NO'11'50"W
86.86'
L92
N011'50"W
49.05'
L93
N89'48'10"E
8.17'
L94
S0'11'50"E
6.00'
L95
N89'48'10"E
8.17'
L96
SO'11'50"E
341.27'
L97
S89'48'10"W
0.33'
L98
S0'11'50"E
84.83'
L99
S011'50"E
40.11'
L100
S011'50"E
475.88'
LINE TABLE
LINE
BEARING
LENGTH
L301
S2'45'58"E
12.39'
L302
S11'58'10"W
56.18'
L303
S11'31'25"W
13.81'
L304
S10'36'31"W
41.87'
L305
S9 54'46"W
13,60'
L306
S10'47'03'W
23.07'
L307
S61'04'25"W
8.69'
L308
S3'45'20"E
28.65'
L309
S86'17'50'W
47.10'
L310
S3'47'14"E
31.09'
L311
S78'18'38"E
16.88'
L312
S32'13'51"E
22.06'
L313
S9'31'05"W
40.37'
L314
S8'31'51"W
18.12'
L315
S13'07'33"W
29.95'
L316
S7'01'45"W
32.03'
L317
S4'23'55"W
10.60'
L318
S2'17'26"W
9.88'
L319
S3'07'35"W
30.90'
L320
S3'52'09"W
23.52'
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C25
21'10'58"
49.00'
9.16'
18,12'
N83'11'45"W 18.01'
C26
21'10'58"
25.00'
4.67'
9.24'
S83'11'45"E 9.19'
C27
90'00'00"
25.00'
25.00'
39.27'
N41'12'46"E 35.36'
C28
16'22'02"
49.00'
7.05'
14.00'
S4'23'47"W 13.95'
C29
26'03'47"
10.00'
2.31'
4.55'
S1115'30"E 4.51'
C30
32*15'53"
10.00'
2.89'
5.63'
N33'19'03'E 5.56'
C31
34'03'14"
10.00'
3.06'
5.94'
S7'15'47"E 5.86'
C32
27'41'08"
10.00'
2.46'
4.83'
N35'36'25"E 4.79'
C33
90100'00"
25.00'
25.00'
39.27'
N3225'12"W 35.36'
C34
31'03'22"
10.00'
2.78'
5.42'
N81'14'17"E 5.35'
C35
30'47'30"
10.00'
2.75'
5.37'
S55'56'45"E 5.31'
C36
7713'22"
49.00'
39.13'
66.04'
S38'48'31 "E 61.16'
C37
90'00'00"
22.00'
22.00'
34,56'
S52'05'41"W 31.11'
C38
13'45'34"
138.00'
16.65'
33.14'
S012'54"W 33.06'
C39
28'40'54"
59.16'
15.13'
29.62'
N75'32'48"W 29.31'
C40
28'39'06"
45.21'
11,55'
22.61'
N75'31'54"W 22.38'
C41
28'39'06"
60.21'
15.38'
30.11'
N75'31'54"W 29.80'
C42
28'38'47"
44.16'
11.28'
22.08'
N75'31'44"W 21.85'
C43
6'20'00"`
400.18'
22.14'
44.24'
N1'54'32"W 44.21'
C44
55'19'23"
49.00'
25.68'
47.31'
S55'14'37"E 45.50'
C45
79'46'34"
25.00'
20.89'
34.81'
N3'51'58"E 32.06'
C46
32'30'05"
10.00'
2.91'
5.67'
S20'48'59"E 5.60'
C47
27'07'06" 1
10.00' 1
2.41' 1
4.73' 1
N23'06'48"E 4.69'
LINE TABLE
LINE
BEARING
LENGTH
L101
S011'50"E
56.79'
L102
S89'48'10"W
34.30'
L103
NO'11'50"W
10.00'
L104
S89'48'10"W
34.30'
L105
S82'54'19"E
29.61'
L106
S7'05'41 "W
8.00'
L107
S82'54'19"E
10.00'
L108
S7'05'41"W
8.00'
L109
N89'48'10"E
52.71'
L110
NO'11'50"W
29.58'
L111
S89'48'10"W
10.00'
L112
SO.11-50"E
29.58'
L113
N12'34'48"E
47.67'
L114
N77'25'12"W
10.00'
L115
N1234'48"E
38.95'
L116
S12'34'48"W
44.66'
L117
S12'34'48"W
10.00'
L118
S12'34'48"W
61.16'
L119
S12'34'48"W
10.00'
L120
S12'34'48"W
46.18'
LINE TABLE
LINE
I BEARING
LENGTH
L321
S41'43'46"W
6.84'
L322
SO'00'DO"E
27.09'
L323
S27'15'23"E
8.07'
L324
S17'58'42"E
19,52'
L325
S37'11'28"E
3.98'
L326
N9'22'35"E
115.59'
LINE TABLE
LINE
BEARING
LENGTH
L121
S77'25'12"E
7.70'
L122
N12'3448"E
10.00'
L123
S77'25'12"E
7.70'
L124
S77'25'12"E
7.39'
L125
N1234'48"E
10.00'
L126
S77'25'12"E
7.39'
L127
S82'54'19"E
36.25'
L128
S82'54'19"E
22.81'
L129
N19'11'35"E
28.75'
L130
S70'48'25"E
10.00'
L131
N19'11'35"E
23.00'
L132
N70'4825"W
35.96'
L133
N70'48'25"W
47.92'
L734
S3'47'19"E
84.31'
L135
S3'47'14"E
15.49'
L136
S79'23'49"E
38.51'
L137
N3'47'14"W
3.48'
L138
N86'12'46"E
15.32'
L139
S79'23'49"E
48.39'
L140
S9`22'35"W
25.01'
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C49
22'12'23"
195,00'
38.27'
75.58'
N11'18'01"W 75.10'
C50
22'03'44"
10.00'
1.95'
3.85'
S25'38'30"W 3,83'
C51
36*52'12"
10.00'
3.33'
6.44'
N1837'56"W 6,32'
C52
81'28'56"
25.00'
21.53'
35.55'
S42'09'51"E 32.63'
C53
215'37'38"
25.00'
77.80'
94.09'
N72'11'11"W 47.60'
C54
35'49'28"
49.00'
15.84'
30.64'
S17'42'54"W 30.14'
C55
28'20'40"
49.00'
12.37'
24.24'
S147210"E 23.99'
C56
33'18'52"
49.00'
14.66'
28.49'
S60'45'46"E 28.09'
C57
3616'52"
49.00'
16.05'
31.03'
N64'45'53"W 30.51'
C58
23'43'08"
49.00'
10.29'
20.28'
N3445'53"W 20.14'
C59
45'00'00"
107.50'
44.53'
84.43'
N60'2419"W 82.28'
C60
2216'46"
217.50'
42.83'
84.57'
S49'02'42"E 84.04'
C61
17'03'57"
232.50'
34,88'
69.25'
S46'26'17"E 69.00'
C62
45'00'00"
92.50'
38.31'
72.65'
N60'24'19"W 70.80'
C63
20'55'35"
49.00'
9.05'
17.90' ,
S23'41'27"E 17.80'
C64
13'31'07"
49.00'
5.81'
11.56'
S40'54'48"E 11.53'
C65
91'59'21"
25.00'
25.88'
40.14'
S70'48'25"E 35.96'
C66
116'32'42"
25.00'
40.44'
50.85'
N72'23'39"W 42.53'
C67
10*22'59"
235.00'
21.35'
42.59'
S72`23'39"E 42.53'
C68
90'00'00"
20.00'
20.00'
31.42'
N45'11'50"W 28.28'
C69
90'00'31"
20.00'
20.00'
31-.42'
S44'48'10"W 28.28'
C70
89'53'31"
20.00'
19.96'
31.38'
N3757'33"W 28.26'
C71
1339'05"
167.00'
19.99' 1
39.79'
NO-09-40"E 39.70'
LINE TABLE
LINE
BEARING
LENGTH
L141
S79'23'49"E
58,33'
L142
N3'47'14"W
2.91'
L143
S79'23'49"E
38.51'
L144
N12'34'48"E
141.71'
L145
N12'34'48"E
10.00'
L146
S77'25'12"E
14.00'
L147
S12'34'48"W
10.00'
L148
S77'25'12"E
14.00'
Ll49
N12'34'48"E
61,16'
L150
N12'34'48"E
9.98'
Ll51
S77'28'46"E
14.00'
Ll52
S12'34'48"W
9.99'
L153
S7725'12"E
14.00'
L154
S70'03'52"E
12.36'
L155
S70'03'52"E
5.38'
L156
S70'03'52"E
49.73'
Ll57
S70'03'52"E
6.10'
L158
N54'49'01 "E
111.89'
L159
S54'49'01"W
110.97'
L160
N3'47'14"W
1.44'
LINE TABLE
LINE
BEARING
LENGTH
L161
S86'12'46"W
7.53'
L162
S86'12'46"W
5.20'
L163
S3'47'14"E
10.00'
L164
N86'12'46"E
10.00'
L165
N3'47'14"W
0.64'
L766
N86'12'46"E
2.53'
L167
N3'47'14"W
283.53'
L168
S3'47'14"E
282.10'
L169
N28'19'49"E
67.49'
L170
S28'19'49"'W
69.19'
L171
S86'12'46"W
1.18'
L172
N3'47'14"W
1.26'
L173
S86'12'46"W
2.91'
L174
S3'47'14"E
10.00'
L175
N86'12'46"E
10.00'
L176
N3'47'14"W
3.74'
L177
S86'12'46"W
76.63'
L178
N86'12'46"E
74.09'
L179
N3955'04"W
33.75'
L180
S39-55-04"E
28.19'
LINE TABLE
LINE
BEARING
LENGTH
L181
N22'19'42"E
39.74'
L182
S22'19'42"W
37.31'
L183
N8'50'07"E
104.06'
L184
S8'50'07"W
106.29'
L185
N27'20'12"W
24,99'
L186
S2720'12"E
24.81'
L187
N12'34'48"E
143.68'
L188
S12'34'48"W
78.85'
L189
N77'25'12"W
24.58'
L190
N12'34'48"E
2.50'
L191
N7725'12"W
10.00'
L192
S12'34'48"W
10.00'
L193
S77'25'12"E
10.00'
L194
N12'34'48"E
2.50'
L195
S77'25'12"E
24.58'
L196
S12'34'48"W
54.91'
L197
N76'15'03"E
28.32'
L198
S76'15'03"W
28.32'
L199
N12'34'48"E
222.42'
L200
S12'34'48"W
230.53'
LINE TABLE
LINE
BEARING
LENGTH
L201
N77'25'12"W
208.85'
L202
S77'25'12"E
212.92'
L203
S47'50'01 "W
3.72'
L204
S41'46'11"E
2.50'
L205
S48'13'49"W
10.00'
L206
N41'46'11 "W
10.00'
L207
N48'13'49"E
10.00'
L208
S41'46'11 "E
2.50'
L209
N47'50'01"E
4.17'
L210
N0'11'50"W
42.07'
L211
S0'11'50"E
41.44'
L212
S89'48'10"W
98.66'
L213
N011'50"W
90.41'
L214
S0'11'50"E
467.91'
L215
S43'35'27"E
17.11'
L216
N43'35'27"W
17.59'
L217
N63'11'09"E
2.20'
L218
S26'48'51"E
10.00'
L219
S63'11'09"W
10.00'
L220
N26'48'51"W
2.01'
ENGINEER/SURVEYOR:
JOHNSON VOLK CONSULTING, INC.
704 CENTRAL PARKWAY EAST, SUITE 120
PLANO, TX 75074
972-201-3100
RYAN.REYNOLDS@JOHNSONVOLK.COM
TBPLS FIRM NO. 10194033
APPLICANT/DEVELOPER:
LIV DEVELOPMENT, LLC
2204 LAKESHORE DRIVE, SUITE 450
BIRMINGHAM, AL 35209
205-484-2840
JLENTZ@LIVDEV.COM
OWNER:
NORTHLAKE RESIDENCES, LLC
2204 LAKESHORE DRIVE, SUITE 450
BIRMINGHAM, AL 35209
205-484-2840
JLENTZ@LIVDEV.COM
u
VICINITY MAP
N.T.S.
FINAL PLAT
OF
CANYON FALLS
LIV DEVELOPMENT
TRACT MU2
BLOCK A, LOT 1,
BEING 15.730 ACRES LOCATED IN THE
W. LOVE SURVEY -ABSTRACT NO.728
AN ADDITION IN THE
i TOWN OF NORTHLAKE,
DENTON COUNTY, TEXAS
July 26, 2023
SHEET 2 OF 3
Filed for Record
in the Official Records Of:
Denton County
On: 81111202310:52:21 AM
In the PLAT Records
CANYON FALLS LIV DEVELOPME�
Doc Number: 2023-283
Number of Pages: 3
Amount: 150.00
Order#:20230811000233
By: EL
RECORDING INFORMATION
LEGAL DESCRIPTION:
OWNER'S CERTIFICATE:
BEING a tract of land situated in the W. LOVE SURVEY, ABSTRACT NO. 728, Town of Northloks, Denton County, Texas, and being part of that tract of land described
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS'
as Tract One in Deed to NASH Canyon Falls, LLC, as recorded in Document No. 2015-34494, Deed Records, Denton County, Texas and being more particularly
described as follows:
THAT, NORTHLAKE RESIDENCES,. LLC, acting .herein by and through itsduly authorized officers, does hereby adopt this
plat designated herein as , CANYON FALLS LIV DEVELOPMENT, Block A, Lot 1, an addition to the Town of Northlake,
BEGINNING at o concrete .monument found in the north Line a f Form to Market Road No. 117t a variable width right—of—way, for the common southeast comer of
Denton County, Texas.
that tract of land described in Deed to Carl E. Gierisch, Sr. & Martha V. Gierisch, as recorded in Document No. 2011-40569, Deed Records, Denton County, Texas
and an exterior ell comer of said Tract One;
The easements shown hereon are hereby reserved for the .purposes as indicated. All streets, alleys, rights —of —way, are
THENCE North _01 degrees 36 minutes 39 seconds West, leaving said north line and with the common east fine of said Carl E. Gierisch, Sr. & Martha V. Gierisch tract
hereby dedicated in fee. simple to the Town of Northlake for municipal purposes. The utility and fire lane easements
be open to the fire and police units, garbage and rubbish collection
and west line of sold Tract One, a distance of 193.42 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "JVC" set for comer;
(streets, alleys, and common areas) shall public,
agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or
line, distance of 225.22 feet to a 1/2 inch iron rod with a red plastic cap
growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility
THENCE North 06 degrees 39 minutes 53 seconds West, continuing with said common a
easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use
found for the northeast comer of said Carl E. Gierisch, Sr. & Martha V. Gierisch tract;
some.
THENCE South 89 degrees 53 minutes 09 seconds West, with the common north line of sold Carl E. Gierisch, Sr. & Martha V. Gierisch tract and south line of said
All and any utility shot) have the right to remove and keep removed all or parts of any buildings, fences, trees,
Tract One., a distance of 313.03 feet to a 1/2 ,inch iron rod with a red plastic cap found for the northwest comer of said Carl E. Gierisch, Sr. & Martha V. Gierisch
public
shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance of
tract;
efficiency of its respective system on the utility easements and all public utilities shall at all ,times have the full right
THENCE North 00 degrees11 minutes 50 seconds West, with the west line of said Tract One, / a distance of 835.29 feet to a 1 2 Inch iron rod with a yellow plastic
-
of ingress and egress to and from and upon the said utility easements for the purpose of construction, reconstructing,
"JVC"
inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity
cap stamped set for corner;
at any time of procuring the permission of anyone. Any public utility shall have the right of ingress and egress to
THENCE North 89 degrees 48 minutes 10 seconds East, leaving said west line, a distance of 162.69 feet to a 1/2 inch Iron rod with a yellow plastic cap stamped
private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by
"JVC" set for comer,
that utility.
THENCE South 39 degrees 37 minutes 22 seconds East. a distance of 76.14 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "JVC" set for corner;
This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Northlake.
THENCE South 53 degrees 26 minutes 28 seconds East, a distance of 37.70 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "JVC" set for comer;
NORTHLAKE RESIDENCES,
THENCE South 55 degrees 05 minutes 02 seconds East, a distance of 148.26 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "JVC" set for corner,
THENCE South 67 degrees 56 minutes 53 seconds East, a distance of 129.57 feet to a 1/2 inchiron rod with a yellow plastic cap stamped "JVC" set for comer,
BY- VICINITY MAP'
THENCE South 71 degrees 24 minutes 57 seconds East, a distance of 164.29 feet to a 1/2 inch iron rod with a yellow plastic cap stomped "JVC set for corner; NAME: ROB U PT N.T.S.
TiTLE: MAN
A
THENCE South 78 degrees 25 minutes 29 seconds East, a distance of 173.14 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "JVC" set for corner,
///
THENCE South 09 degrees 22 minutes 35 seconds West, a distance of 1,066.92 feet to a 1/2 inch iron rod with a yellow plastic cop stamped "JVC" set for comer
In the north line of the above mentioned Farm to Market Road No. 1171;
THENCE South 85 degrees 42 minutes 31 seconds West, with said north line, a distance of 4.71 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "JVC"
STATE OF ALABAMA §
set for corner, COUNTY OF JEFFERSON
THENCE North 70 degrees 03 minutes 52 seconds West, continuing with said north line, a distance of 300.55 feet to the POINT OF BEGINNING and containing 15.730
acres of land, more or less. BEFORE ME, the undersigned authority, on this day personally appeared ROBB CRUMPTON 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
partnership. APPROVED BY THE PLANNING AND ZONING
h COMMISSION ON:
Given under my hand and seal of office, this '" day of AM q I& -S+ 2023.
02 - 01 - 1�22
Date
°�P•0�\AD SWq
— .�.PO �pIREs" •. P� .
oiARy ''
Notary public for and in th State of 4ext1�-N(!�%GIIM4 ;' _ P&Z Chairperson own of Northlake
",.w?
My commission expires: I Z3 ZOZ�I ,.y,•.ti PUB,`wti �
F OR
........ Town To n Sec tary, Town of North
A STAGE oa��
SURVEYORS CERTIFICATE: Q
KNOW ALL MEN BY THESE PRESENTS: That 1, Ryan S. Reynolds, a Registered Professional Land Surveyor, licensed by
the State of Texas, do hereby certify that I have prepared this plat from an actual survey of the land, and that the
corner monuments shown thereon were found or placed under my personal supervision in accordance with the platting
rules and regulations of Denton County, Texas.
,41Cr�piSTfgF �,�
RYAN LDS, R.P.L.S.
yr@ o�;ip
............................
FINAL PLAT
Registered Professional` Land Surveyor No. 6385
'RYAN s REYNOLDs
' .......... ! •.. ve..
8365..
OF
STATE OF TEXAS §
COUNTY OF DALLAS §
�4 3Uft��
CANYON FALLS
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 above and foregoing instrument, and acknowledged
the some for the purposes and consideration expressed and in the capacity therein stated.
to me that he executed
LIV
DEVELOPMENT
u?�day
L 2023.
Given under my hand and seal of office, this
of
:TRACT M U 2
BLOCK A, LOT 1,
CAROL SELF
+ My Notary iD # 124370901
Notary public for d i
the s tease
Expaeaoa�be►24,2Q2fi
BEING 15.730 ACRES LOCATED IN THE
My commission expires. z zauo
W. LOVE SURVEY - ABSTRACT NO.728
ENGINEER/SURVEYOR:
AN ADDITION IN THE
JOHNSON YOLK CONSULTING, INC.
TOWN OF NORTHLAKE,
704 CENTRAL PARKWAY EAST, SUITE 1200
PLANO, TX 75074
DENTON COUNTY, TEXAS
972-201-3100
RYAN.REYNOLDS@JOHNSONVOLK.COM
July 26, 2023
TBPLS FIRM NO. 10194033
SHEET 3 OF 3
APPLICANT/DEVELOPER:
LIV DEVELOPMENT, LLC
2204 LAKESHORE DRIVE, SUITE 450
BIRMINGHAM, AL 35209
205-484-2840
JLENTZ@LIVDEV.COM
OWNER:
NORTHLAKE RESIDENCES, LLC
2204 LAKESHORE DRIVE, SUITE 450
BIRMINGHAM, AL 35209
205-484-2840
JLENTZ@LIVDEV.COM
RECORDING INFORMATION