SG0495AFRESIDENTIAL LOTS
GRASSY LANE (54' R.O.W.} ` I =
2x 24' R.o.w. VINE STREET (6 0' R.O.W.) � 9 31 ALLEY LOADED LOTS 62
5/8"CIRF ` \5/8"CIRF
I ~ 1 40' FFRONTXLOADED LOTS = 51
HARVLS HA 12, LLC,
1/2 IRF /NST. NO. 20-190988 BELMONT 407, LLC
" 1X I I ` ` 25�- 17 R. R.D..T. 9 1 8 7 6 5 TRACT 1 45 FRONT LOADED LOTS = 27
24 16 8 O LLED 782.359 ACRES
_ ( ST. NO. 2011-124875 I 38747' ZIPPER LOTS = 46
s � �3 • 2 R"P. R.D.C. T.
26 18 1 a 2 I I TOTAL = 223
23O O 15 O 7 O - I_24 R.O.W. 1x__F
ASPIRE DEVELOPMENT, LLC CY � LL1 30' SOUTHWESTERN CAS -�
CALLED 3.05 ACRES I I 27 22 19 t 4 1 1 g 3 PiPELwE EASEMENT I I 9 9�0
/NST. NO. 2019-23985 ASPIRE DEVELOPMENT= LLC d �y C� wsr. No. zoos-7nsa2
0..P.R.D.C. T.
CALLED 3.05 ACRES w I ( N , n1 CN CV 1 2 3 4R.P.R.D.C.T.
/NST. NO. 2019-23985 2 21 2a 13 12 5 4
O.P.R.O.C. T.
- 75' CoSery EASEMENT 20' CoSery EASEMENT - / 1 5' DEI '
1NST. NO. 2019-117540 INST NO. 2005-122S74 CO
1 X - RPRO.cT - R.PR.U.c. r.- - - - - 5!8"CIRF
5/8" CIRF - - - -J
5/8" CIRF - - - - - - - - _ _ r_ SD
t�_�pr _ p _ _ - - _ 5/8" CIR -
OLD J I N 00'26'33" W - - - - OLD _J0J i 11N _RDAA1L 67 i\ _.l 5/8"CIRF --- -
DOC. NO. 2019-290 5/8" CIRF 3.5' DEDICATED TO OJR
R P R A C T {RM) .� 34.1 6' -S 89'44'48" E 1562.31' -- -- �.
3 5 DEDICATED TO OJR
P.O
5/8" C
ARGYLE /NDEPENDENT
SCHOOL D1S77?/cT
CALLED 12.837 ACRES
/NST. NO. 2018-64359
R.P. R. D. C. T.
ptri�trac� a
5/8"
5/8" C
15th STREET (54' R.O.W.)
4 5 6 7 I 8 I 9
HARVEST PHASE 38
/NST. NO. 2017-300
0. P.R.D. C. T. 1 X
15 14 13 12 11 1a
14th STREET (54' R.O.W.)
4 5 6 7 8 9
46
15' CoSery E ASEW-NT
.INST. NO. 2019-117540
RP.RgT CT
14 13 12 11 10
77 s°r�4N�f
L7
N 44"54'20" E
14.Q6'
L2
S 29'36'03" E
111.48'
L3
N 83"58'55"W
51.99'
L4
N 72'1541"W
48.36'
L5
N 59'462r W
50.72'
L6
S 41'10102" W
71.48'
L7
S 9-43'50' E
5.61'
LB
N 59'06'08"W
62.29
L9
N 3"49'58"W
9.90,
L10
S 41'10'02" W
66.09
L11
S 86'10'02" W
4.24'
L12
S 41'10'02" W
85.24'
L13
N 57'4T40"W
58.89'
L14
S 76'51'5r W
4.42'
L15
N 40'20'50" W
11.68'
L16
N 61'04'09" W
30.39'
L17
N 7r12'57* W
7.51'
L18
N 13'42'2r W
6.22'
L19
N 63'1913" W
65.80'
L20
S 73*31*42" W
2.90'
L21
N 68*11.29"W
3.47
L22
N 82'41'05' W
32.6T
L23
S 71'10108" W
13.10'
L24
S 89'36'32"W
65.OU
L25
N 45'25'01" W
4.99'
L26
S 89'3r2B" W
64.93'
L27
S 44'34'59" W
5.01'
L28
S 89'36'37 W
8.37
L29
N 45'25'01" W
14.15'
L30
N OWOW E
18.00'
L31
N 44'5724" W
14AT
L32
N 45'07'36' E
14.11'
L33
N44'54'31"E
14.06'
L34
S 71'22'36" E
15.8T
L35
N 71'45'19" E
15.76
L36
S 44'33'34" E
14.10'
L37
N 47'25'29" W
16.71'
L38
N 71'20'0,V E
22.24'
L39
N 11'41'30' E
17.15'
L40
S 18-41.37" W
15.81'
CIRS 1 X S 89'4444e E 983.70' -_- --- 25' WLE/SSE 5' UE & FME - ...._.. o L32 7-gg' N 89'44'48''-W 408.57'r� ---- - -- L77 --- --.51 - -- --
N 89'44'26" W 647.05 236.25 Og 1 X - `5//88RCIR \� �- ---- -
47.05 40.00' 40.00'- 40.00'-40.00' 0.00' 40.00'- 40.00' -40.00' 40.00' 40.00'- 40.00'-40.00' 40.00' 40.00'- 40.00' --137.25- L82 �J9.00' 812 3 89 '26 W 203.65' �� h �, 8 - -- -- -
w FME I DT 17 9.00 00 'n .2 89.84'- 44-11181' 8 w M m 7
w L81 1n w _ �� w �* L
w O - 16.00 D 399�� �n�Z 24 . 0 5' UE & FME=�' ,•� w '� S 89'44'26_E 200.00' 1 X 15' WATERL/NE EASEMENT'.,
1X '3N 89'44'50•' w" °J cv Z ANSI NO. 2019-715s7
0 0 0 0 0 0 0 0 0 0 0 "� o DT 1 S 44.06' ,n G 10' UE/8L 76.69'
1 2 3 � 4 og 5 6 7 8 9 10� 11 12', 13� 14 15 16�� I P g �% 0 90.00' m L708 47.77 N 89'44'26" W� w R. P. R.O. C. T. ' \
0 0 0 0 0 88.99 _ 89.01 I a
a - D 38 5 N 91.30' o
o o mM o 5�TYP� - 0 90.00' WL Z 23 0 0 20.08' _ n i� o a 1
5' BL z I DT 19 E ssE Z Z 2 Z 21 ° 1 1 �S/ CIR
v ui m 23.11' s
20.32''- o "s 4'S " o N 89'45'34" W 144.27' u� �n
47 40, 0' 4 40 40. 0' .0 4 40.00 4 .0 4 4 4 4 . 4 0' 4 - -' 128.25' - `? 44,46 N 89'44'26 W
SO 6' U&ME 3.00' 2 D 37 ^ 09' 98.72' L11 L11 54.53' N 89'44'26" W 95,13' , \ \ }
SAFFRON DRIVE _ 10' DE _ ( ) _ S'' DT 20 90 00' Z 22 n 2 z 34 39I 5 ' z 20 I 2
52' R.O.W. N m v> 99.00' o
N 89'44'26" W 550.03' S' UE o n v r: o 0
96.45' 453.58 `� w 1 L24' o 0 0 43.50' .a. WLE SSE a ro o 2
n ° D 36 56.76• 93.91 • r,
O 10' UE/BL 10' UE S 7 n M w L707 N 89'44'26" W c g 95.41'
1,34 °44 9 1 90 00' o, c� n� io- _ 98.99' _ 99.00' _ -3-� �30' ACCESS EASEMENT
87.06 43.26 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40,00 40,00 40.00' C 6 ALLET n• o o `7 Z 21 Z w Z 4 q Z 1 9 WE SSE (,I /NST NO. 2019-69467 '1
DT 31 4.73-� D 35 0 off
N �� w 15' BL �` t6 5 UE�` - M 90.00' ��� 99.45 �5400' ( a� 3 I 95.64' R. P. R. D.0 T.
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? of UO 49.94' 98.5T --_ 98.99' `�o� 4 I O al 95,92' iO00
i- DT 29 w 1i 7.4s z s uE a °_ m g-,13.2a'- - D 33 h o �o Z 19 O Z 6 ol
Z 17 �` s .00 I
DT 23 c N r70' ESMT TO TEXAS
co -4 .0 4 .00' .00' - 4 -4 - o ro ro v. °6 CO 5 MlN/C/PAL AGENCY
Cn "' 112.05' - " 7n n N 89'44'50" W z "' "' ^ 5 ® VOL. 1175, PG. 998
,� 99.39' 48.86'
L-LiO - _ 26JN 501.87 �- 49.71' 48.46' o4J n 96., 5'
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2�T 2831.00' ,}1. .j1.00' 31.00 31.00' 31.00' 31.00 31.00' 31. 0 31.00' 1.00' 31.00 47.24 - DT 24 12.64' 0 �112.05' 'cr- I I I I ( I I I I I UE 9,96' M z M N1 88'29'24" W c 46 W "' 44.46' o Z 7 ° Z 16 4 `� 99.00' o oQ 'o .68=1 13.16'- 90.18' ZI° c� a - I cO -*6 1X DT 27 I I _(�- L - I_ _ L I IDT pT DT 25 uo 54,9 sas7 o w s8.9s'ao ZT T T UT T o T T T`' DT 13 I w M D 31 Q M I: 6 96-40' 12 J a voz INS�NA0�20>9�69472N 9'33'27" E o cv .-, a N 85.20'5 a Z 17 Z S ".I I I23 I22 I21 IZO` I1 � I I17 16 I' S I14 IrpopM-112 w o �Z 15 99.00' i+�112.05' -�- a N ti ^ 92.22' o "� `n "� a o7 RPR.D.CT
DT 26 Dl a o DT 26 p J Z 99.38' S4.11' qq, 46' �- rn rJ) vM `o _n D 30 W oI c- 7 44.46' o L11 54.53' o < O,n 'nfni- 1 S I 3.71 in m -7 7 1.69'- , N 82' 1 IT Z 16 n Z 9 - o o^ 7 I 96.66' I ����9
.00' 1 D� 0 27.30 1.06 DT 27 w - °�' 96.505 W ru 48.46' o v z Z 14 99 00' I� oI O I C4 I NOTE•
M nl 10' IL
w 10' BL 0 0 "1 D 29 L104 50.92' 0 98.57' "' _ n p
(O 147.06' - S 89'44'26" E 363.56' HARMONY TRAIL / in N 14.87' `O Q 22.23' z o O 98 9g o 'nm 8 I I 1Q�O2 Detached
70' 8s8 7g•05' 0 96.91' I 2 to
N o 125.01' w 352.14' 33.47 BL S 70 5•• W J '� 0 Z 1 D m o r, S o„�i t1`
w (52' R.O.W.) 0 1�' 120.9T 7 2.g0• - Z 1 5 oa �I 4 � ( o� * l-9s Townhomes
O z 10' BL 3 10' BL m BL 10' U.E. 07J O U�E. ^-> N N 89'44'26" W ro 54.11' `�' 44.00' 1 3 a 99.00' w- o fsi
4 4 9 ( Are Required To
O 65.0,' 27.84 2. 200'2.0 2.00 32.00 .00' .00' S2.23' 77.34 7p.74g_2g, D 28 �� N 99.91' o _1 14 44.46'I L11 54.99' - �I ( q
~ DT 9.4I �.e. �o Z 14 9 ZI c$ 4E s7.1T t Have Garages
Z W 109 p of 0 9
W ;n D 29 o w l ( I I I IDT IDT I I NH D 10 es.73 °" a °' ° ?e 59.s2' Z 1 1 I Z 12 s9 00' OI
Only On Alleys
5/8" CIRS
Uf1E
r SEA1tIN1
„11 Ntifir
L41
S 18'10'47" E
15.81'
L42
N 45'05'29" W
14.23'
L43
N 44'54'31" E
14.06'
L44
S 71'45'19' W
15.75'
L45
N 71'22'36" W
15.8r
L46
S 71'22'36"E
15.87'
L47
N 71'45'19" E
15.75'
L48
S 71'01'Sr E
15.57'
L49
N 71'4945" E
15.82'
L50
S 40*06'17' W
22.13'
L51
S 52'30'15" W
27.11'
L52
S 29'57'55" W
32.64'
L53
S 0'26'33" E
53.91'
L54
S 89'44'26" E
20.94'
L55
S 31'56'14" E
12.W
L56
S 54'36'43" W
14.58'
L57
N 32'59'45" W
14.37
L58
N 60'16'45" E
14.79'
L59
N 88'32'15" W
15.2T
L60
S 51 *0744" E
16.08'
L61
S85'i6'19"E
15.31'
L62
N 49'3T48' W
16.56'
L63
N 61'57'Or E
12.54'
L64
S 24'41'48"E
14.62'
L65
N 31'23'5r W
14.62'
L66
N 61'57'07" E
14.49
L67
S 45"15'33" W
14.14'
L68
N 44'44'27' W
14.14'
L69
S 4404N27" E
14.14'
L70
S 45'15133" W
14.14'
L71
N 62*40112" E
21.59'
L72
S 45'26'23"W
14.19'
L73
N 45*15'34' E
14.14'
L74
S 35'59'Or E
10.00'
L75
S 44'44'26"E
14.14'
L76
S 45"15'34" W
11.66
L77
S 44'44'3r E
11.68'
L78
N 45'1623" E
14.14'
L79
N 48'49'58"W
29.00'
LBO
N O-15-34- E
29.95'
90.00' o DT DT opl DT 6 7 DT- DT ��� s?2p, „o pT 8�6 'F06 7 Tv m L10 43.33 N 89 44 26 W N 89'44'26" W ,C 1 0 i..-
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F- 2 3a 5 w 8 9 s4s w a 2 Z 13
MD 28 t I 114 I I I 2.13' "S�• D 1 1 �° �7100 o >>° O ego Z 12 Z 1 1 a 10 I W 97.42'
90.00' 3 �1 98' _ 6 �' e T ^� a OT o 6� 8' / 7--.7
1 .22' J �� `� �J I Z o 28.7s' 518" CIRF J) o D I I f I I I� �� `J.63 • ,7C6 5.9, 9) SS„ ti .�N o- 4• 2 v h Je 2.40' fi 4 1 1 q1
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Z a� 5 C 1Q' o (52' R.O.W.)
D 26 5' UE D 13 O °O' N o' UE o 20 DE
W m ti T\ s s 3 W 12
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d" 0 90.00' _ °� c�v Gy\4, iaW (o -I 1 ! x ti S �O ° , SL „� ;� Oe O)., v^ w 9
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90,00' r I 77 4'i9" p �O '� O '�� O� 6 88,d. O S T' yy a. 80.44 47.93' 40.00' 40.00' 40.00' 40,00' 40.00' 40.00' 50.00' o of 14 d-
D 22 DT 3-gs J ,1 OTC 79\ �.10 , h' 9 S<F �a 9° Z 25 w $ 1
a 30' WLE/SSE ,�96, 7 \ ti 10.08' u y ° ��. SSF p/ 91 m ^1ry N_ �.. - O vNi N 89-44'26" W 3
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CIRS 14.81' O' O 7 % ° , 8 1 X ti s ,s•. 5' BL I ASHWORTN ADD/AON
-L25- - _L23 C3 T° 8 0 9 s: Z z N 86'08'27" w � 4
L27 L21- - \ 4 , 7\ a a 9° a Z 18 3'4' 4 _ 4 - D• 97.3s N i DOCNO. 2022-400\
/fI 5/8" O'O8 ,.b.5t, o ti °0.9 �� 5 �04.14' Ba o c^ s /g0 w O P.R.D.C.T.
I Sr CIRS �o \ ° r ��. o L10 �a 0' uE
L20 i 'TT % v o 9°R9 ry J Z 22 o N R O /a OZD - (52' R.O.WC,.) - o 16 I O SOUTH ALAMO LAND &
1 14.0� 1 1 O S .] 0 O ! °. g. T N 89'44'26" W 298,84' w ti
a (n MINERAL LP
\! 8 T p R9s °' T ,`O� �F 99�'0 19 1 0' UE 3 / s36. ( DOCNO- 2022-152444
1�. 24 25 26 27 �L1S 15i 'S0 9024 '�� °`\ �/ ie O�• °O.2" 0 43.87 40.00 40.00 40.D0' 40.D0' 40.00' 40.00 36� I `?0 Ss I OPR CT.
28 / \ h ti 12 oo.A•- o o-+ o-° < 0 33' 3 . I Z Lot
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14 W 86.07 L17 1 5.73' D °O' c1, �� A�q. Z 21 9e °�� N g o g o I� ranted to
\ g 29 6 \ 25 24 23 22 21 o, 20 cc 19 18 17 I� 5WC PIPELINE EASEMENT I J
` , \ �15 " a �� e"28 O6'%p z �^ S 79' o - O- - L I ' - - YI the Owner of
f 3 h �/ s o_ o 0 0 0 o INST NO 2079 -69470
Cr} 17 a. ,�' � 10' R.P.R.O.Cr. � the Side Yard
i �23 \ a LE ory Si . �o -3 2O' SSE - - benefited lot
W 9 t N 58 52 46 W e or �o C1 (4 _ shall be
1 r- t1 16 95.01' L14 Vry 27 �s u c) L3 5!a^cIRs I y
\� 8 26 I N 89"44'26" W 387.96' maintained b
22 2 0 / �Zi3 $7 \� �y L7 h 27 v c�i the Owner of
e v, = I I I the Side Yard
28 29 3fi 31 J.? 3.T I /�� -) benefited lot.
21 3 / Q / ,� \\ I L) ,j¢ SWG PIPELINE EASTWN7IA '
14 / 2 25 2 \� `� I
/ A - - -- INST. NO. 2019-69469
HARVES PHASE 16, LLC P R. P.R. O. C T.
CALLED 63.966 ACRES FLEDGLING TRAIL
/NST. N0. 2021-101660 Q 24 - - --
24 R.P.R.O.C. T.
V `
L81
S 89'44'50"E
18.00'
L82
N 0'1510" E
15.00'
L83
N 40'06'tr E
16.27
L84
N 41'10'02" E
1301'
L85
S 76-51'57" W
14.37
L86
N 58'5746'W
20.00'
L87
N 48'50'08" W
44.49,
L88
N 41'09'52"E
9.00'
L89
N 48'50'08" W
54AT
L90
N 55'5757- W
44.46'
L91
N 34"OT18" E
9.00'
L92
N 55'5729" W
54.99
L93
N 64'ST32" W
44.OT
L94
N 25'02'28"E
9.00'
L95
N 64'57'32" W
52.45'
L96
S 48*49134" E
54.5T
L97
S 41'10'26" W
9.00,
L98
S 48'49'34" E
44.46'
L102
S 87'22'16" W
14.64'
L103
N 0'15'34' E
9.00,
L104
N 0'15'34" E
9.00,
L105
N 0*1534* E
9.W
L106
N 0'15'34" E
9.00'
L107
N 0'15'34"E
9.00'
L108
N 0'15'34" E
9-W
L109
N 15'05'55"E
12.68'
L110
S0'1T34"W
9.00'
L111
SO"1634"W
9.00'
L112
S 0'1634"W
9.00'
L113
S 0'15'34' W
9.00,
L114
S 0"15'34" W
9.00'
L115
N 0'15'34" E
9.W
L116
N 0'1634' E
9.00'
L117
N 0'1934" E
9.00'
L118
N 0-15'34" E
9.W
L119
N 0'1534" E
9.00'
L120
N 44-34'59" E
14.14'
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776.00'
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9.78'
9.78'
" ,,»�t4A+1?°
S 40°48'22" W
0'43'21'
4.89
C2
474.00'
72.46'
72.39'
S 36'4r17"W
8'45'31"
36.30'
C3
526.00'
188.61'
187.W
N 75'04'1r W
20"3242"
95.33'
C4
50.00'
79,15'
71.14'
N 44'54'31" E
90°4zor
50.67
C5
50.00,
78.54'
70.71'
N 44'44'28" W
89°5956"
50.00,
C6
50.00'
16.51'
16.44'
N 80'4T47" E
18'5627"
8.33'
C7
1 40.00'
62.84'
56.57'
S 45'15'20" W
90'00'20"
40.00'
C8
40.00'
62.83'
5UT
S 44'44'40" E
89'59'40'
40.00'
C9
40.00'
62.34'
56.22'
N 45'0629"W
89'1T53"
39.51'
C10
40.00'
63.32'
56,91'
N 44'54'31" E
90'4707'
40.49
Ctt
40.00'
62.34'
56.22'
N 45'05'29"W
89'17'5W
39.51'
C12
40.00'
63.32'
56.91'
S 44'54'31' W
90"42'O7"
40.49'
C13
50.00'
43.7T
42.38'
N 65'10'56' E
50'09'1r
23AW
C14
125.00'
86.93,
85.19'
N20'10'S6'E
39"50'43'
45.31'
C15
505.00'
364.86'
347.61'
N 21'02'11' E
40'15'47
185.11'
C16
625.00'
108.59,
108.46'
S 36*11'23" W
9'57'18"
54.43'
C17
700.00'
353.90'
350.14'
N 75'15'25" W
28'58'01"
180.82'
C18
650.00,
295-74'
293.20'
N 28'07'58"E
26'04'08"
150.48'
C19
655.00'
103.16'
103.05'
S36'3919"W
9'01'25"
51.69'
C20
1 500.00'
1 252.76
250.10'
S 75'15'25" E
28"58'01"
129.15'
C21
500-W
357.06
349.51'
N 20'42'36" E
40'S4'57
186.52'
C22
500.OU
76.57
76.45'
S 36'46'58"W
8'46'09"
38.34'
C23
450.00'
93.87'
93.70'
S06'13'44"W
1115T08"
47.1T
C25
50.00,
78.54'
70.71'
S 45'15'34" W
90100100"
50.00'
C26
50.00'
78.54'
70.71'
N 45'1634"E
Wool=
SOW
C27
50.00,
47.54'
45.77"
S 63'01'14" W
54'28'41'
25.74'
C28
750-OW
70.50'
70.47'
N 38'28'28'E
5'2T09"
35.28'
C29
526.00'
20.16'
20.16'
S 66*05*25" E
2'1145"
10.08,
C30
724.00'
20.05'
20.05'
S 36'34'30" W
1'35'13"
10.03'
C31
650.00,
168.47
167.95'
N 07'4U32" E
14'50'44'
84.68'
4 Q� 23
1 1
2 3 4 5 6 7 8 I
22 36
SG0495A G01, S019 W45, ESD1
766398 - A1063A PATRICK ROCK, TR 84A, 25.028AC/ALL
LEGEND: vvvvvv K__% ■ vv%ff -% ■ �%0 ■ i■v■� ■ �vv
POB
POINT OF BEGINNING
RM
REFERENCE MONUMENT
R.O.W.
RIGHT OF WAY
ESMT
EASEMENT
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
CIRS
5/8" CAPPED IRON ROD WITH YELLOW CAP
STAMPED "JONES CARTER" SET FOR CORNER
BL
BUILDING LINE
UE
UTILITY EASEMENT
SSE
SANITARY SEWER EASEMENT
DE
DRAINAGE EASEMENT
WLE
WATERLINE EASEMENT
NR
NON -RADIAL LOT
D.R.D.C.T
DEED RECORDS, DENTON COUNTY, TEXAS
R.P.R. D.C.T.
REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS
O.R.D.C.T
OFFICIAL RECORDS, DENTON COUNTY, TEXAS
FME
FENCE MAINTENANCE EASEMENT
VAM
VISIBILITY, ACCESS, &MAINTENANCE EASEMENT
FF
MINIMUM FINISHED FLOOR ELEVATION
V DENOTES CHANGE IN STREET NAME
O BLOCK NUMBER
1X OPEN SPACE LOTS THAT ARE OWNED AND MAINTAINED BY H.O.A.
EASEMENT
D DUPLEX HOME LOT
DT DETACHED TOWNHOME LOT
Z ZIPPER LOT
U&ME USE &MAINTENANCE EASEMENT ON
DETACHED TOWNHOMES (DT) LOTS
0' 50' 100' 200'
SCALE: 1 "=100'
K.
TR 781, 8.829AC/ALL
O
rY VISIBILITY EASEMENT
f- & R.O.W. CORNER
W
W CLIP DETAIL (10'x10')
� Dimensions shown
� along lot lines are
to the beginning of
the corner clips
O
10" ., STREET R.O.W.
LAND USE TABLE
LAND USE, ACREAGE LOTS
RESIDENTIAL
22.577
223
HOA/OPEN SPACE
2.226
5
STREET -ROW
8.928
-
DEDICATED OPEN
SPACE
0.126
-
TOTAL
33.856
228
LOTS PER ZONE
ALL LOTS =ZONE 3
MINIMUM LOT SIZE
35' X 90'
MINIMUM DWELLING
UNIT SIZE
3150 SQ FT
DENSITY PER ACRE
6.59 DU/ACRE
52' Street R.O. W.
18' Alley R.O. W.
DUPLEX LOT
TYPICAL DETAIL
N.T.S. _�
52' Street R.O. W.
T
Lot I
Line I
6'
5'
10' BL
I Design
Pad
1' DT
5'
NOTE.•
Duplex Homes
Are Required To
Have Garages
Only On Alleys
/Maintenance �•
Easement _ I,
18' Alley R.O. W.
DETACHED TOWNHOME LOT
TYPICAL DETAIL
N.T.S
Driveway Side Yard
Benefited Lot Benefited Lot
I
I �
( J
I I
I 5' Z Lot
'1 Easement
I I
�I
J 5'ZLot
I� Easement
OD
52' Street R.O. W.
ZIPPER LOT
TYPICAL DETAIL
DEVELOPER /OWNER:
HARVEST PHASE 16, LLC
3000 TURTLE CREEK BLVD.
DALLAS, TEXAS 75219
PHONE: (972) 201-2800
-
Z Lot
Easement
granted to the
Owner of the
Driveway
benefited lot
that shall be
be maintained
by the Owner
of the
driveway
bene>ted /ot.
MR �
OLD JUSTIN _
MAP
1" - 1000'
FINAL PLAT
OF
HARVEST PHASE 16A
LOTS 1 X, 1-39, BLOCK 1; LOTS 1-31, BLOCK 2;
LOTS 1 X & 1-24, BLOCK 3; LOTS 1-21, BLOCK 4;
LOTS 1 X & 1-25, BLOCK 5; LOTS 1 X, 1-29, BLOCK 6;
LOTS 1 X & 1-27, BLOCK 7; LOTS 1-27, BLOCK 8.
BEING 33.856 ACRES
SITUATED IN THE
PATRICK ROCK SURVEY, ABSTRACT NO. 1063
IN THE
ETJ OF TOWN OF ARGYLE, DENTON COUNTY, TEXAS
228 LOTS BY USE
(223 RESIDENTIAL, AND 5NDN-RESIDENTIAL
/OPEN SPACE LOTS)
MARCH 2O23
SURVEYOR:
Texas Board of Professional Engineers and Land Surveyors
Registration Nos. F-23290 & 10046300
2805 Dallas Parkway, Suite 600 Plano, TX
JOB No. D160-0067 MMF/EM
SHEET 1 OF 2
OWNER'S CERTIFICATION
STATE OF TEXAS:
COUNTY OF DENTON :
WHEREAS, Harvest Phase 16, LLC, is the owner(s) of a 33.856 acre tract of land situated in the Patrick Rock Survey, Abstract No. 1063, being part of a called 63.966
acre tract of land described in deed to Harvest Phase 16, LLC, recorded in Instrument No. 2021-101660, Real Public Records Denton County, Texas, (R.P.R.D.C.T.), and
being more particularly described as follows:
BEGINNING at a 5/8" iron rod with cap stamped "Jones Carter" found for corner from which a 5/8" iron rod with cap stamped "Jones Carter" found for the southeast
corner of Old Justin Road, recorded in Document No. 2019-290, R.P.R.D.C.T., also being the northeast corner of Harvest Way, according to the plat of Harvest Phase
313, recorded in Instrument No. 2017-300, Official Public Records Denton County, Texas, (O.P.R.D.C.T.), bears North 00 Degrees 26 Minutes 33 Seconds West, 34.16
feet;
THENCE North 44 Degrees 54 Minutes 20 Seconds East, a distance of 14.06 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
THENCE South 89 Degrees 44 Minutes 48 Seconds East, a distance of 1562.31 feet to a 5/8" iron rod with cap stamped "Jones Carter" found in the northeast corner of
said 63.966 acre tract, also being in the west line of a tract of land described in deed to South Alamo Land and Mineral, LP, recorded in Document No. 2022-152444,
O.P.T.D.C.T., also being the west line of Lot 1, Block A of Ashworth Addition, recorded in Document No. 2022-400 of the Plat Records of Denton County, Texas;
THENCE South 29 Degrees 36 Minutes 03 Seconds East, along the east line of said 63.966 acre tract, a distance of 111.48 feet to a 5/8" iron rod with cap stamped
"Jones Carter" found for corner;
THENCE South 00 Degrees 03 Minutes 53 Seconds East, continuing along said east line, a distance of 456.87 feet to a 5/8" iron rod with cap stamped "Jones Carter"
found for corner;
THENCE South 00 Degrees 23 Minutes 17 Seconds West, continuing along said east line, a distance of 425.74 feet to a 5/8" iron rod with cap stamped "Jones Carter"
set for corner;
THENCE over and across said 63.966 acre tract, the following courses:
North 89 Degrees 44 Minutes 26 Seconds West, a distance of 387.96 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 83 Degrees 58 Minutes 55 Seconds West, a distance of 51.99 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 72 Degrees 15 Minutes 41 Seconds West, a distance of 48.36 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 59 Degrees 45 Minutes 27 Seconds West, a distance of 50.72 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner at the beginning of a
non -tangent curve to the right;
Southwesterly, along said non -tangent curve to the right having a central angle of 00 Degrees 43 Minutes 21 Seconds, a radius of 776.00 feet, an arc distance of
9.78 feet and a chord bearing and distance of South 40 Degrees 48 Minutes 22 Seconds West, 9.78 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for
corner;
South 41 Degrees 10 Minutes 02 Seconds West, a distance of 71.48 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 09 Degrees 43 Minutes 50 Seconds East, a distance of 5.61 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 59 Degrees 06 Minutes 08 Seconds West, a distance of 62.29 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 48 Degrees 49 Minutes 58 Seconds West, a distance of 183.06 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 03 Degrees 49 Minutes 58 Seconds West, a distance of 9.90 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 41 Degrees 10 Minutes 02 Seconds West, a distance of 66.00 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 86 Degrees 10 Minutes 02 Seconds West, a distance of 4.24 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 41 Degrees 10 Minutes 02 Seconds West, a distance of 85.24 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner at the beginning of a
tangent curve to the left;
Southwesterly, along said tangent curve to the left having a central angle of 08 Degrees 45 Minutes 31 Seconds, a radius of 474.00 feet, an arc distance of 72.46
feet and a chord bearing and distance of South 36 Degrees 47 Minutes 17 Seconds West, 72.39 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for
corner;
North 57 Degrees 47 Minutes 40 Seconds West, a distance of 58.89 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 76 Degrees 51 Minutes 57 Seconds West, a distance of 4.42 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 58 Degrees 52 Minutes 46 Seconds West, a distance of 95.01 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 40 Degrees 20 Minutes 50 Seconds West, a distance of 11.08 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 61 Degrees 04 Minutes 09 Seconds West, a distance of 30.39 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 77 Degrees 12 Minutes 57 Seconds West, a distance of 7.51 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 58 Degrees 52 Minutes 46 Seconds West, a distance of 86.07 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 13 Degrees 42 Minutes 27 Seconds West, a distance of 6.22 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 63 Degrees 18 Minutes 13 Seconds West, a distance of 65.80 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 73 Degrees 31 Minutes 42 Seconds West, a distance of 2.90 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner at the beginning of a
non -tangent curve to the left;
Northwesterly, along said non -tangent curve to the left having a central angle of 20 Degrees 32 Minutes 42 Seconds, a radius of 526.00 feet, an arc distance of
188.61 feet and a chord bearing and distance of North 75 Degrees 04 Minutes 17 Seconds West, 187.60 feet to a 5/8" iron rod with cap stamped "Jones Carter"
set for corner;
North 68 Degrees 11 Minutes 29 Seconds West, a distance of 3.42 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 82 Degrees 41 Minutes 05 Seconds West, a distance of 32.67 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 71 Degrees 10 Minutes 08 Seconds West, a distance of 13.10 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 89 Degrees 36 Minutes 32 Seconds West, a distance of 65.00 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 45 Degrees 25 Minutes 01 Seconds West, a distance of 4.99 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 89 Degrees 37 Minutes 20 Seconds West, a distance of 64.93 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 44 Degrees 34 Minutes 59 Seconds West, a distance of 5.01 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
South 89 Degrees 36 Minutes 32 Seconds West, a distance of 8.32 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner;
North 45 Degrees 25 Minutes 01 Seconds West, a distance of 14.15 feet to a 5/8" iron rod with cap stamped "Jones Carter" set for corner in the east right-of-way
line of the aforementioned Harvest Way;
THENCE North 00 Degrees 26 Minutes 33 Seconds West, along the east right-of-way of Harvest Way, a distance of 763.47 feet to the POINT OF BEGINNING and
containing 1,474,779 square feet or 33.856 acres of land more or less.
STATE OF TEXAS:
COUNTY OF DENTON :
Now Therefore, know all men by these presents:
That Harvest Phase 16 LLC, acting herein by and through his (its) duly authorized officer(s), does hereby adopt this plat designating the herein
above described property as Harvest Phase 16A, an addition within the extra -territorial jurisdiction of the Town of Argyle, Texas ("Town"), and
does hereby dedicate, in fee simple, to Belmont Fresh Water Supply District No. 2 of Denton County ("District") forever, the easements, streets,
rights -of -way and public improvements contained therein without warranty, either express or implied. District does hereby dedicate for the public
use forever, the easements, the streets, rights -of -way and public improvements contained therein. The streets and alleys, if any, are dedicated
for street purposes. The easements, as shown, are dedicated, for the public use forever, for the purposes indicated on this plat. Notwithstanding
the foregoing, the District does hereby dedicate to the Town of Argyle, Texas, all water and sanitary sewer improvements contained in the
right-of-way and easements as shown on this plat in consideration for the Town's agreement to utilize such improvements to serve property
within the District. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the
easements as shown, except that landscape improvements may be placed in landscape easements, if approved by the District. In addition, utility
easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easements
limits the use to particular utilities, said use by public utilities being subordinate to the public's and Town's use thereof.
Harvest as 16, LLC,
a Texas I ite liabil ty compa y
By. N 1
Name:
Title: v
STATE OF TEXAS
COUNTY OF DALLAS
Harvest Phase 16, LLC, a Delaware limited liability company, on behalf of said limited liability company, known to me to be the person whose name
is subscribed to the foregoing instrument and acknowledgement to me that he executed the same for the purpose of and consideration therein
expressed, and in the capacity therein stated.
Given my hand and eal of office, this the it day of AtG� 202� .
-I — %h It
Notary Public, State of Texas
"'� TIM MILLS
1� aay r�By'
��O �01�°:' Notary Public, State of Texas
1"J S�f P� Comm. Expires 06-28-2023
My Commission expires: ,,,,..•... t, p
Notary ID 132070328
GENERAL NOTES:
1. Basis of Bearings is based on the Texas State Plane Coordinate System, NAD 83, North Central Zone 4202, per
monuments found for the Final Plat of Harvest Phase I, as recorded in Instrument No. 2013-166, R.P.R.D.C.T.
2. All side lot lines are perpendicular or radial to street frontage unless otherwise noted Not Radial (NR).
3. All lots shown are Single -Family residential unless otherwise designated with an "X" with the lot number. All "X" lots
are open space lots.
4. All common areas to be owned by the Home Owners Association, and/or by the Belmont Fresh Water Supply District
No. 2. All open spaces to be maintained by the Home Owners Association, and Belmont Fresh Water Supply District
No. 2.
S. All Dedicated Public Roads Will Be Maintained By Belmont Fresh Water Supply District No. 2.
6. No Direct Residential Driveway Access to Old Justin Road or Harvest Way is Allowed.
7. All Lots shown on this plat are within Zone 3 as Identified in the Harvest Development Agreement dated 9-27-2012.
All setbacks shall conform with the Zone 3 Requirements of Section 5.1 Residential Development Standards Table of
Harvest Development Code unless a more Restrictive Setback is Identified on the Plat with a Building Line.
8. No Construction shall be allowed within FEMA Designated Flood Plain without a Hydraulic Study.
9. This property is in Zone X, Areas determined to be outside the 0.2% annual chance floodplain per FIRM Panel No.
48121CO505G, Revised April 18, 2011 for Denton County, Texas.
10. Perimeter property corners will have been set prior to the filing of this plat. The property corner of the interior lots
and right-of-way corners will be set at the completion of construction.
11. Selling a portion of this addition by metes and bounds is a violation of Town ordinance and state law and is subject to
fines and withholding of utilities and building permits.
12. Wastewater collection system will be maintained by the Town of Argyle and the water distribution system will be
maintained by Argyle Water Supply Corp.
13. Property located in the Town of Argyle ET1.
14. Lots 28-39, Block 1, Lots 26-31 Block 2, Lots 10-13, Block 6, Lots 22-29 Block 6, and Lots 1-13 Block 7, designated
with "D", are lots for duplex homes. Home structure will be allowed to construct over a common lot line. See Detail.
15. Lots 17-27 Block 1, Lots 12-25 Block 2, Lots 1-9 Block 6, Lots 14-21 Block 6, and Lots 14-27 Block 7, designated with a
"DT" are lots for zero lot line detached townhomes. See Detail.
16. Lots 1-24 Block 3, and Lots 11-21 Block 4 designated with a "Z", are Zipper lots. See Detail.
17. All other lots are std street entry lots.
STATE OF TEXAS
COUNTY OF DALLAS
KNOW ALL MEN BY THESE PRESENTS:
That I, Eduardo Martinez, a Registered Professional Land Surveyor of the State of Texas, do hereby certify that this Plat is true and
correct and was prepared from an actual survey made under my supervision on the ground.
C:—�--✓`� �E .�F. , Tic
Signature:�yN
EDUARDO MARTINET
Date: �J� l �i 2DZ�j �': 0 5274 �. 2
05
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Eduardo Martinez,
known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that
he executed the same for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 1-3 th day of J -4v�20 �!
€'� „mot..^�o • TRAN M HUYNH
NOTARY ID A133152498
Notary Public in and for the State of Texas .'T�V',o- f My Commission Expires
;��or•F��• June 11, 2025
"APPROVED BY THE
TOWN OF ARGYLE PLANNING AND ZONING COMMISSION"
CHAIRMAN: (� '
SECRETARY:
Cl- a`A,;: '�sy
DATE OF APPROVAL:°
�vly f 2021
REVIEWED AND APPROVED BY
BELMONT FRESH WATER SUPPLY DISTRICT NO. 2:
311(a12o23
Date
DISTRICT ENGINEER
BELMONT FRESH WATER SUPPLY DISTRICT NO.2
FINAL PLAT
OF
HARVEST PHASE 16A
LOTS 1 X, 1-39, BLOCK 1; LOTS 1-31, BLOCK 2;
LOTS 1 X & 1-24, BLOCK 3; LOTS 1-21, BLOCK 4;
LOTS 1 X & 1-25, BLOCK 5; LOTS 1 X, 1-29, BLOCK 6;
LOTS 1 X & 1-27, BLOCK 7; LOTS 1-27, BLOCK 8.
BEING 33.856 ACRES
SITUATED IN THE
PATRICK ROCK SURVEY, ABSTRACT NO. 1063
<_-7D)0 IN THE
®® Q ETJ OF TOWN OF ARGYLE, DENTON COUNTY, TEXAS
228 LOTS BY USE
(223 RESIDENTIAL, AND 5 NON-RESIDENTIAL
/OPEN SPACE LOTS)
� � � �OC> & c::) MARCH 2023
000 004 % �4
kl�
at Brio ® Grevixg. Liviog. Filed for Record
in the Official Re
Denton county
SURVEYOR: On: 3/17/20231:1
DEVELOPER / OWNER: In the PLAT hecc
HARVEST PHASE
HARVEST PHASE 16, LLC Q U I ' TrY Doc Number: 202
Number of Pages
3000 TURTLE CREEK BLVD. Amount: 10t).O()
DALLAS, TEXAS 75219 Texas Board of Professional Engineers and Land Surveyors Order#:202303170
PHONE: (972) 201-2800 Registration Nos. F-23290 & 10046100 By: FZ
2805 Dallas Parkway, Suite 600 Plano, TX
JOB No. D160-0067 MMF/EM SHEET 2 OF 2