SB0113A/ /A \
(Called 43,323 Acres)/ j / " `~ Ile
Vl' Windoong lnveotment5 LLC 6712 r
d a,
Doc. No. 2021-74160 ORDCT / m l /
6 j < y ® Exist. Prescriptive
ROW to Remain
N C (Good Hope Rd)
wt
1(7� ,►� �, / Post -Project
100-Year Fully
+00 66 6 Developed Floodplain /
i,
17
10
15
14
13
12 11
18
GAMBREL ROAD __
"10
i0 \
/ 0 / '
4
5
B
N
{Called 155.903 Acree) Ltl /3 p e s 4 3 2 \ i
"J / �C l _� Good Hope
12 11 1c e a
I roo er Oaks LF ��. --C4- Portio� of / / 7,) I I Cemetery
l
0' Sanitary Sewer Esmt. I
7 4 RD T
-- - �' �, 3 a ry � I. , l Vol. 89, Pg. 555 DRDCT
Doc. No. 2021 18 83 O C C3
`\ o ,�r
9 � Doc. No. 2022,161D19
L10 !lp To Be Abandoned (BTP) / ; o<a 635 (c.M).L ( /
ryb / jj� Min. IFFE
1.90 1/2 G15 tD WINDONG'RANCH PHASE 6E
�/ C8 L7� L13, / 2 �:•3 14.75 �I RF �I Doc. No. 2023-2 5PRDCT)
BL28 15' Drainage Esmt ���Ir2 `Cq \L?p, 1 m1 (Called 0.232 Acre) �� 24 zs \ \ / (1\ 4
�y (BTP) ; L3� `Sg \Bl vu' 0 ROW Dedication =� 3 a s E n a 9 zo 21 2z i 2s \ \/
i
?• 5 U. y O I a) 15 Sanitary Sewer Esmt. Doc. No. 2022-155096 \ \
j L4 8 1 5' S.U.E. I -ATo Be Abandoned (BTP) ORDCT I I I \
i \
Lot 5, v`. ..._.25 BL o r �� I i
- '__
As as 4a o8 4s1.15 y
Block X / 7.65'I r€ 1779' 1 - \
H. RUE SURVEY ABST. N0.1111 2D,5It 92•SD---
�0 -- h
J. TEETER SURVEY AB57. NO. 1262
N 15' Sanitary Sewer Esmt.
Doc. No. 2022-161019 ORDCT¢r71-o�8-= 1 0 2
z°4 09';
15' Water Esmt. ' 4,0/ B� ,5'e( '5587' 39.69'751'j�
290.90(BTP) o'3 25' BL )
40' U.T.R.W.D. Esmt / a' h 3 5' S.U.E. 1
Doc. No. 2006-135681 ORDCT �� /Min. FFE 4 v'h, 5' U.E. I<
= 565.2 5
Post -Project mill
100-Year Fully 7 ^ 1
Developed Floodplain%�/ Min. FFE at 2 4? Cl � 24.28' I I
-\81
565.2 N8911'0 "I
N 68a12'10" W 572.30' ` \` / 11 0 ,w 57.88' S7.76' 58.14' 1
/5 r o
Lot s.Block X \\��� ` / �B�ry^ 10 56U'E. kt
"Drainage and Floodway Esmt" \,�� g a w 5' S.U.E.
15 Drainage Esmt / \ �8,3¢,� 5' U.E. h �; 8 0 ? 7 1<
Doc. No. 2023-96720 ORDCT
BL25 _20;BL 25' BL z 30!_8LJ I
j \` �74.98'__ 12.51 ,J
WIND50NG RANCH-=74.82•---A8.22�
i'HA5E 7D & 7H
Doc. No. 2022-232 PRDCT -
1
9y Ao• / j �G10
�Qf BL24
BL23
/ / 1 Drainage &Floodplain Esmt.
Doc. No. 2022-219 ORDCT
Exist. Prescriptive ROW
Abandoned By Ordinance No. 2022-67,
j / Town of Prosper, Texas
i
(Good Hope Rd)
N 00'5055" IN 255.00'
N
/All" l / 1/2' OF
Exist Street 8 Utility Esi -
��. To Be Abandoned (BV)
m I Lot 12, Block E
i Note: Previously Dedicated To Town of Prosper
Y P
.7 WIN RANCH l I asParkland Doc. No. 2022-279PRDCT.
i
�\ / PHASE 7B ! 10' Utility Esr
y / Disc. No. 202g-219 PRD�T/ Doc. No. 2022-219 ORDCT
o
14
I/ 7
1 l Ili
It
C. I I +
r
Zi
i
Q
i
Zi
2
Q'
Boundary
Line Table
Line p
Length
Direction
BL1
125.13'
S
27'27'43"
E
BL2
14.30'
S
15*18'03"
W
BL3
50.00'
S
30'21'10"
E
BL4
4.56'
N
59'38'50"
E
BL5
13.50'
S
80'20'19"
E
81_6
130.50'
S
32°25'22"
W
BL7
151.92'
S
57'34'38"
E
81_8
115.43'
S
48'08'57"
E
BL9
85.00'
S
40'49'41"
E
BL10
115.30'
S
47'06'54"
E
BL11
83.37'
S
32°11'26"
E
BL12
116.97'
N
80'07'38"
W
Boundary
Line Table
Line #
Length
Direction
BL13
142.08'
S
35*14'16"
W
BL14
13,61'
N
61'19'54"
E
BL15
50,04'
N
18*17`48"
E
BL16
14.63'
N
28'58'43"
W
BL17
50.11'
N
72'58'15"
W
BL18
13.84'
S
59'54'06"
W
BL19
154.18'
N
86'57'30"
W
BL20
185.26'
S
89*11'05"
W
BL21
14.14
N
45'48'55"
W
BL22-
60.17'
S
89-11'05"
W
BL23
14.15'
N
45'49'54"
W
BL24
43.25'
1 S
89*11'05"
W
SBO113A G01, S17, C48
1002518 - A1111A H. RUE, TR 3B(1)A, 1.6176 A/ALL
1002520 - A1113A B.L. RUE, TR 4A(1), 3.8214 AC/ALL
983499 - A1262A J. TEETER, TR 1A, 6.019 AC/ALL
747287 - A0962A NETHERLY, TR 3A, 13.364 AC/ALL
WIi`NP50NG RANCH f HA� 8 16
Doc. N 2022-194 PRDCT
��4 \ 17
7.891 I - - .- - - _ _._ - _ _-- - --
451.08' �_- - s.zUEsuavEraasr-No.111�\
_ -
L NETHERLY 5U RVI A55T _NO 9G2_ .�
6ERYLLINE LANE - 7\4
NE T B 332 - - - \/ \ \ \ kar6.21 southeast comer of ' 4 �. -- _ ode Abandaned_(BlP� - -
418.27' BL51 N gcl'11'25" E 366.26'
BERYLL(NE LA � BL j \ � POINT of the LOCATION MAP /KEY MAP
�%00'==50.00`= 0.00= 50.00`- 50.00'= 50.00` 3.56= =50_00 - 50�00'==50.00'==5U.00-= 50A0= 50.00_ =49.84 I \ BEGINNING B\Rue SurveX Abstroct`No1 11,
d N.T.S.
14.15 I I an 'the Intersection of th north i
5' S_U.E. - - - - - 25' BL 20' BL \
I - - - - 20 Bt 25' BL line W the L Nethe y 5trvey I
T F 20' BL 25' BIL 30' BL 25 BL �5' U.E. 30' BL 16 BL 30 BL III Exist stree� & uttlfty Esmt I ` Abstrac No. 962
III 1 16.42' ,„ w - ,, w W aw'� .�•''w III 5b, �} To Be Abandoned (BiP) I � 2 1 '�.6 \
•I I W W "'',.w N O in `r M •^- ,`tea O M O M O M !"� Obi V 7 a 5 I
Nl MM MM MM N r N )10 M 9 NM $ cV 7 CV 6 CV^ 5 NOa 4 �� 3 2 1 1� RW m 4 �t �j, \ \ P`��P / \ 4 \ I
_ 5 15 ^ 014 w 13 4 012 11 o o M WIN 50NG,RANCH, PHA5E'16E L3 -\ \ \ / \ \ - i
rl N 8i f n 1 25 25 Doc. No. 2023 2 b PRDCT I G1� N511x�� \ n \\ i✓ / ;/ \ \ \ I
v, n va v 2 49%\\ / /i \ _T
ill l O 5' U.E. I " E 305.aa' 11.9$ 1 5' U.E. \ \ \\ \ 5
11 5' U.E. 5' S.U.E N 86 °3�132 /3.10 5' S.U.E. I
00 5' S.U.E. 89'0918 I
50.00' S0.00' 50.00' 50.00' 5090' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 59.93'111 Z d II 81.58 75.21i 76.D5 2.95' �s\? �� / \ /
1 I I60.08' 50.00 L4} - 5' U.E. ® z N 13 l 6� W /� t 3 I
I I w m I I 1 5' S.U.E. z cZn_ - �' 3.99 �. �. .,,.2 I
i � h I 'y1+' cz.+, ncn3 > 1 1 o N 12 `; N 14.3D' � � G I / \ �` \
3 "3 ,3 3 N in in 7.n c�'v �J '� c'n o N 1 6 `c � ; n3 zz �13.66' � ��
IW f9 M [ M M M r M M M W M M M NJ N N M I� z MI J $ ;+ O va _ 50 i, V�2 / % \ I
El\N 1617m18�+�19.��20��21��22�230�24�25�26�27�28�29� 30 r �I ^Ian _- z` BL4, WIt�1D50I�a.f�ANC '15HA5E E
t - / D No. 2CJ - 5 PRDCT --
o b o •- o o '- o o o o o 0 0 o 5 U E. 25 BL 5' $.U.E �013 ` • Doc. 2' \\
a z z z z z z 36' 5L.6
25' BL 30' BL 25' BL 30' BL - _ 25 BL 9.78' 25' BL 30 BL 20 BL III o i i L _20=BL0'== 6.OD'_ _32 cull \ \
---- 25 BL
1 L - 20 BL - 15.98' 5 U.E - 20' BL - 5 S.U.E. - J - - -
---
20.63 - - - J1 Itt _ 49.29= -76.00 -- Exist mit �` b
k1,_ _ _ L _ _ - =50.02 I 30.60--47.97= 30.46 = t. STo Be Abondao N5 �' �C`\\ \ o n
49.99'= 0.00-- =50.00--50.OD'- 31.97- - ---- 0.02- =-'I, '= 40.24` -29.3 0.00•-50.00=-50.00--50.00- �, " - -- gti 13.5D +2.11--
ZA z N84'34 55 E_- - - G 90.I I (eTP) +y S 57 34 38 E \ /
N6971'18'E _ C22 y _ S89'01'21"E > 3 G21 L_AVINA LANE _ N8971'25"E _ _ _C20 �� 166.51' g399 0 18.44?\ �66t\ \ \ \ \Q�� / \
237.04 206.29' _ - 55.47==25.10
�- 314.40 14.26 65.59' -7)"
l 8 5' U.E.
N - �125.56`_
-===�20.33'===_=51.21`= 25.48� = 44.13= D.D2 0.02` 50.02`-=31.97,-50.00'= �0.00`- D.00` =82.44_= =6L \�S U.E. ttt `1® 30' BL 5' S.U.E. o * 9 \, 9 \ '
�. / \
r - 89 - - 12.09' - - -- - 1I r 5' S.U.E. 6.24 15 14 o
' 20' 8L 24.52 - - - - 20 BL T 1 tc3 N 15 N
15 * 25 BL 5' S.U.E. 25' BL 25 BL Q 1 c co
w * w w 30 BL 5 U.E 30 BL a *
N I CO '� il-) 4' ° ' if] W '''', W 41 W T 4
in rT M M M o „, ^ n � `n �•+ 'in r7 ` -_ a c+:1 , ` \ .90
I o n M N u� m 133.80'
130.28' 14 13 pp 12 11 10 9 8 7 F
i , M ,+') -.S M d- M 0 M 4• M � M 'ao 'n ' rn aD 6 a' - 5 n 140.73 i 3� A'1 \ � \ � � \O- �66 xlst. 10' UNtty Esmt
11 -N891105"E w o , o o �' N " Tt N8909'18"E 517 cs �` �\� B ¢�% To 8e Abandoned / \
c m o n T N n N o N N N S89'0918 W \\ It ` �' BTP) / 7 \ \ 1L
v 16 0 25.4Y O rn 3.45 r, a > 10 13 r ��� l2 R�3� "6 8.71'
5' U:E. pb n 11.80 24.56 ° o. w 1 \+ `�65'
n N88'4036 W 14.90 3 16
o i o , N84'32' N 50..r �m6A "�� �.� �65 •°° :. \ \ \ C1
130.25 N 51.20 38.20 50.03' 35.14 50.07 50.11' 50.17' D5 W ,1 W 11 Ak \ �; \ 12 b .4
LU
I m N89'11'05"E 60.36' 29.04' 42.42' 47.0T 50.44' 53.83' S0.23 26.59 48.76' °' 138.76' S' U.E. R 1 t 135.63 rY �q3 gyp. �g n \ V \ U)
1 17 T S89'11'05"W 3 9.1566' 7.60' 2.95' C4 53.90 54.00 41.20' 41.82' 589 09'18"W N 25� 25 t N89 09'18"E S6 12 �� ��� ?99 �,y 66B? V �� v`�� i
O 6.94' b 4a 13 _
5' SU.E. a , y
1 rn I
130.21' va I a o F M o ^ o _ O W O 2 rW-I `° o 17 w
ap !" J M ''O a O_ W -1
I i N z M S� P n P 23 .r kx 24 iri -oN 25 "' v- M + ' n 5 S.U.E. w. 1 5' U. E 146.76, v: `�� �Si �` \� '`a1 4 o4r 1D.4D'
N8911'05"E ad 19 ado 20 o N 21 N 22 r I
s 26 ,* 28 W 136.50 1 hti �6 . �0 .� >r a \ l l t¢
27 v =R " N8909'18"E 17.13 6 ?� ' °:�� tom/ �t J. �O' 0 6 i V \
N 18 ' 25' BL BL a o r S890918 W �L�1� lA �S V �� J \ A /
q 1T _ 20 BL r _ - 9.77 - - 5' S.u.E 25_8L 30' BL z Eo m I I I o 5' S.U.E. 9 18 '9 6� S
"4---ti _ 5.59 5' U.E. ,BL Z * 1 0l rn m 18 ` \g? 7S. „y� dSB a 15 .4
25_BL 30, x as b S. 0 A :S / l
BL22 =50. 0 2D' Exbt street d Utiity Esmt i o ,. sis gSpg, cif 1 h •�` 25\ �` �S>. F °`� \2S 0 6JB
BL20 BGci -5 e I 9' •^��
BLIQ 0. - To Re Abandoned', 1 1 ' 139.30' ?\>>°\ Ted �s� 16 ��% 3
_ R - 6 . 3 11 m S83'45'33'E
i3
BL MILL POND D IVE - --- Gg 12 - / 7 �S y�h B!
Ili - - -- -- '--I --�- -- ? , 4' 13.84� 11 1 'N �7°' '?' �',y� ? �459,\ \ . s- ?-9l ?�'y
17
-l� I' ' 19 0 20 h 66r3e,� �p ry S el \ ss.uE. �°,��o^� Q 6 //
- BL18 14.56 o a, .?•SV
1 '�--�_ � 7 � 3.56 *
BL 16 >n �71s78 a 21 . ,w yti 7 1/2- CIRF
z, r I I I ( I r \ _`�' `0 0 O, / '• b` 5 U.E. `6J+ +.. \?,S, ,�^�'iy�, , t 1 /
its 10 17 18 a BG7 �1lj. �0 .b� 8 10' U; . B
m=�d I 21 22 23 G4 j ( (� i ( 'r-/ ^'�� (�, h' 6 �p .3�.,jS\ �� Esmt. YQ Be 'S0?J �l �1�0 19 n'V .rt,
<t }}; BL14, 7, ti s 1 v Bandon 1P o- e
E S 25 2e �B! �' �ry o^� BB �Bg• ti 6 `6y `� \i°. �S 1b 21.92
27oa7y sq? 9g• 3.24' r 5�: �6 \Bl Hof' 1/2• aRF / /✓i %\
______ i I - i B �r„e 3:\� �S' =ry 23 <<v 5� \ '`` \ 4 <` 20
� > _ I \ - i' „�; 13.69'� ,� �� 7o m 4rt�. ��.s � ,�`.'4j sS>>S' d� • \ ��a' ?.?\� \ oe` �0�` rr 25.00'• �e�/ 1�� /\ / 1 �8
ooc Ilac PHASE 6D I 1 / Q� O� '- (, 4. ,h 's ON o° s ` "� e� %s�
wl Doc. No. 2021-124 PRDCT l i 1�J5 u.E R3 2 BLS ,�1ba�lyEsrt ?T'`� �, 24 �4 'r �y�h 4 e ? �i: \ ��� eK� 5'UE
! _ i / l :„nm 12 g o6 (erPj ra ' 1a /
B o 7.31' 6° O \ 21
-i 11 j it \ / i / !O Tn o. !`' '�\ 'tij ?3. ? • `� �o 6d '�� •e`p 9l
0 4� ?$.A �� ��� .� \S� � •9S. 1 A � ABl {S 1�'/ �° I
14 13 12 11 10 g �/ i1� oo °°,- P G A
/ / 0 13 a a 25 ^� 3 v '�• �• i ;
1
-i OCIS3, o a � � sr
S x9
S.U.E. �. a ? .\ � � �/� -?,jJ • ^oo h ^s'�' •h`� l s' /
f ' 1 4 j j j l 69 14 S 'ems ° B! :) Q VO 68 h� 5' S.U.E.
riz• 4' -lee 26 �"' A.� 9s e°0 2 Bs �ti*10,
2 U (c kJ 67 ti 15
/ % / �ti 16 $ J°• \ �\ d 5' U.E. O. ,1 may. 10.53 Se
SANDHILLS LANE / /Lot 2,
- - - _- _ (`- / 6� `0 ` s.U.E.����� �55 0.11� ��� ; Block X
17 5 U.E.\ \ `�� '69 �� 28 91 dj \� / r �V �" \ \. /
\\, ryy �� \SO• Off,
\ \! 5� 13.47�\` 15' Drainage Esmt.
5' S.U.E. �° �+ 9 . O 13,25 \1 k
s ]\�s�j9 y�5 U.E. (BTP)
1S\�\ O/ f"
10 11 I ( 7 0
0
DK
3 �/ \ s �6l
a Post -Project
s +
Lot 3, 100 Year Full x
l 6 Y
s \ /, 6A)� 20 ,?S\ ??O\� c� �Oo,L �, �� Block X / / Developed Floodplain xx xv r
,�O• ,.�ti 6l � \ � � � Lot 1,
PHA5E 6D 4 \ s ��°�� 21 2os ° \�o\ ao;e�15' Drainage\ Black X
Boundary
Line Table
Line #
Length
Direction
BL25
18.33'
N
55*48`19"
W
BL26
156.06'
N
12°00'00"
E
BL27
46.11'
N
51 °00'00"
E
BL28
86.67'
S
86'30'00"
E
BL29
92.68'
N
49"00'00"
E
BL30
120.50'
S
00-46'17"
E
BL31
42,07'
S
00.481
E
BL32
14,15'
S
45'49'59"
E
BL33
50.00'
N
89*11 `27"
E
BL34
131.80'
S
00'50'42"
E
BL35
45,13'
N
67'05'57"
E
Boundary Curve Table
Curve #
Length
Podlvs
Chord
Chord Beoring
Delta
BC1
3.99'
325.00'
3.99'
S 27°48'51" E
0'42'15"
BC2
97.86'
325,00'
97.49'
S 48°57'03" E
17*15'09"
BC3
336.43'
2044,50'
336.05'
S 52'51'47" E
9-25'41"
BC4
668.66'
1590,00'
663.74'
N 59'31'54" W
24'05'43"
BC5
57,44'
1025.00'
57.43'
N 12'06'37" E
3*12'39"
BC6
63.26'
975.01'
63.25'
N 12'21'49" E
3'43'03"
BC7
3,57'
456.30'
3.57'
N 71'39'23" W
0'26'52"
BC8
397.65'
1770.00'
396,82'
N 80'31'20" W
12'52'20"
BC9
35.34'
525.00'
35.33'
N 88'53'12" W
3'51'24"
BC10
285,78'
630.00'
283.34'
N 77*49'14" W
25°59'26"
BG11
2t33'
20.00'
20.33'
S 8354'20" W
61'06'36"
BC12
154.82'
50.00'
99.97'
N 37'56'39" W
177'24'24"
BC13
130.46'
184.92'
127.77'
S 66'42'43" E
40'25'20"
BC14
63.52'
80.00'
61.86'
S 69*14'47" E
45'29'28"
BC15
14.75'
573.77'
14.75'
S 05'38'37" W
1'28'21"
BC16
1 102.41'
300.00
101.92
N 76-52'45" E
=19-3335�I
127 LOTS DEVELOPED TO PD-40 STANDARDS \ ! o"� D.os' ti�o�'/C9� � t"---20' Sanitary Sewer Esmt �w
Doc. No. 2020-104794
40.300 ACRES (3.15 UNITS/ACRE) \ \ �o� :�� C12 69
AVERAGE LOT SIZE = 8651.02 SF �, �. % 2 25.2 BLIP
' �.�`/ .
5 OPEN SPACE LOTS X,
15' Sanitary �\ y' / 19
�V---- --- ------ -.- ---
` \ h Sewer Esmt. (BTP)
Lot SUmrrlary Phaee OP\ \ \ ` / / Lot 4, j 20' Sanitary Sewer Esmt WING RANCH PHASE OA
Type -A (Min. 8,��0 SF) 50 Block X j Doc. No. 2022-115 PRDCT
O Doc. No. 2020-104794
Type B (Min. 9,000 SF) 15
Type C Min. 10,500 SF 6 o��' '� '
YP ( ) �I / �'� off,, i i ry I�22-®03 5
Type D (Mina 12,500 SF) 2 A .� �'"` ,ry Ij 1 FINAL PLAT
Type E (Min. 6,000 SF) 54 \
L0
W \ E
S
0 50 100 200
kv
1 inch = 100ft.
LEGEND
(Not all items may be applicable)
IRS
IRON ROD SET
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
CM
CONTROL MONUMENT
DE
DRAINAGE EASEMENT
UE
UTILITY EASEMENT
WE
WATER EASEMENT
SSE
SANITARY SEWER EASEMENT
SUE
SIDEWALK AND UTILITY EASEMENT - See Note 8
WME
WALL MAINTENANCE EASEMENT
HE
HOA EASEMENT
AE
ACCESS EASEMENT
(BTP)
BY THIS PLAT
R.O.W.
RIGHT-OF-WAY
BL
BUILDING LINE
HOA
HOME OWNERS ASSOCIATION
411100-
STREET NAME CHANGE
(A
BLOCK DESIGNATION
®
10'x10' TRANSFORMER EASEMENT
(8
CLUSTER MAILBOX LOCATION - Per Revised SLP
0-
LOT FRONT
*
KEY LOT
EASEMENTS TO BE ABANDONED
DRDCT
DEED RECORDS, DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON COUNTY, TEXAS
ORDCT
OFFICIAL RECORDS, DENTON COUNTY, TEXAS
Rear Property Line
1 1(20' r/30' Front BL)
t...-8' Side
8' Side
I Setback
Setback
o I
I o I
I o
8' side
Setback
8' sine
Setback
_1
V. 25' k N Front BQ
I
1-
I
+ 5UI- I
---
___5_S.UE
STANDARD
Front Property Line
LOT LE
NL FOR
LOT TYPE
A. B.
C, & D
Rear Property Line
-1
25' Rear BL (T .
m) I
1
1
1(20' w/30' Front BL) I
I
I-5' Side
Setback
I Setback
Setback
5' Side
Setback
5' Side
Setback
19, 25' k 30' Front litI
I
---�
- SII- I
I _ -
STANDARD
Front Property Line
LOT
L ETAIL
EM LOT TYPE
E
Total 127 'ry V'1Y I��!` JLUSO��!` UT �ANCJIJL JL
PHASE 6D
NOTES: #e!
0
40.300 GROSS ACRES, 7.270 ACRES R.O.W.
1.
Selling a portion of this addition by metes and bounds is a violation of Town ordinance and state law
I 0
33.030 ACRES 'I�
and is subject to fines and withholding of utilities and building permits.
I I
Sheet 1 of 3
2.
0 All corners are 1 2 inch iron rods with yellow plastic caps stamped SPIARSENG unless otherwise
OUT OF THE B. RUE SURVEY AEST• 1113
noted.
3.
All development will comply with Town of Prosper PD-40 Requirements.
H. RUE SURVEY AB,S'T'" 1111,
4.
Open space areas, Lots 1-5, Block X, to be owned and maintained by the H.O.A.
setbacksare per of and Zoning
j'
L. NETHERLY SURVEY AB'� . 962,
6.
trails,D-40
to beggered
Lots5. 11ard -5, X used for sidewalks,s and landscaping.dinance Easementstlon for9these
1 Lot 5, Block X to be Drainage Floodway Easement.
J. TEETER SURVEY ABST. 1262
Filed for Record
uses are granted by this plat. Lot & a and
in the Official Records Of:
7.
No transformers or utility pedestals shall be allowed in the sidewalk and utility easement or landscape
PROSPER ®° E®S�E�
Denton County
easements.
n: PM
8.
This property is subject to the wndsong Ranch license agreement between VP Windsong Operatiohs LLC
�E�T®� �,���T� TEXAS
1
a PLAT Records
In the PLAT Records
I
(governing the installation & maintenance of street trees) and the Town of Prosper.
WINDSONG RANCH PHASE 6 D
9.
This plat is subject to the additional residential zoning standards outlined in ordinance 15.55
OWNER / APPLICANT ENGINEER /SURVEYOR
Doc Number: 2023-390
10.
All landscape easements must be exclusive of any other type of easement, with the exception ci
VP WIN DSONG OPERATIONS LLC Spiars Engineering, Inc.
Number of Pages: 3
perpendicular crossings, unless otherwise approved by Town Council.
130 N Preston Road, Suite 130 765 Custer Road, Suite 100
Amount: 150.00
11
Flood plain reclamation subject to engineering approval of flood study, wetland delineation study,
Prosper Texas 75078 Plano TX 75075
order#:
habitat study, and vegetative study at time of Final Plat submittal. Telephone (469) 532-0681 Telephone:(972) 422-0077 By. JK
12. Finished floor elevation shall be at least 2' above the 100-year floodplain. Contact: David Blom TBPE No. F-2121
13. 7.270 acres of right-of-way being dedicated by this plat in fee simple. Contact: Matt Dorsett
14. All fences adjacent to open space shall be ornamental metal.
Scale: 1"=100' November 2023 SEI No. 22-006
52809 A0962A NETHERLY, TR 3, .935 AC/ALL
52833 - A0962A NETHERLY, TR 4, 4.095 AC/ALL
747286 - A0962A NETHERLY, TR 4A, 16.749 AC/ALL
13
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS VP Windsong Operations LLC is the owner of a 40.300 acre tract of land situated in the B. Rue
Survey, Abstract No. 1113, H. Rue Survey, Abstract No. 1111, L. Netherly Survey, Abstract No. 962, and J.
Teeter Survey, Abstract No. 1262, Town of Prosper, Denton County, Texas, being a portion of a called
1,188.090 acre tract described as 'Tract 1" in a Special Warranty Deed to VP Windsong investments LLC,
recorded in Document Number 2018-84666, of the Official Records of Denton County, Texas (ORDCT), a portion
of a called 58.189 acre tract of land described in a Special Warranty Deed to VP Windsong Investments LLC,
recorded in Document Number 2022-63115, ORDCT, a portion of a called 3.496 acre tract of land described
as 'Tract 1" in a Special Warranty Deed to VP Windsong Investments LLC, recorded in Document Number
2020-104234, ORDCT, and a portion of a called 5.433 acre tract of land described in a General Warranty Deed
to VP Windsong Investments LLC, recorded in Document Number 2020-199878, ORDCT, and being more
particularly described by metes and bounds as follows:
BEGINNING at a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found for corner along the west
right-of-way line of Verdin Street, (a 50-foot right-of-way) and the westerly line of Windsong Ranch Phase
6E, an Addition to the Town of Prosper, Denton County, Texas, recorded in Document Number 2023-235, of
the Plat Records of Denton County, Texas (PRDCT), from which a point bears N 83°21'30" E, 1,070.76 feet for
the southeast corner of the B. Rue Survey, Abstract No. 1113 and on the north line of the L. Netherly Survey,
Abstract No. 962;
THENCE along the westerly line of said Windsong Ranch Phase 6E Addition, the following courses and distances
as follows:
S 27'27'43" E, 125.13 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner at
the beginning of a tangent curve to the left having a central angle of 0'42'15", a radius of 325.00 feet, a
chord bearing and distance of S 27'48'51" E, 3.99 feet,
Southeasterly along said curve, on arc length of 3.99 feet to a 1/2 iron rod with a plastic cap stamped
"SPIARSENG" set for corner at the end of said curve;
S 15'18'03" W, 14.30 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
S 30*21'10" E, 50.00 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
N 59°38'50" E, 4.56 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
S 80'20'19" E, 13.50 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" 'set for corner at
the beginning of a non -tangent curve to the left having a central angle of 17°15'09", a radius of 325.00
feet, a chord bearing and distance of S 48'57'03" E, 97.49 feet;
Southeasterly along said curve, an arc length of 97.86 feet to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set for corner at the end of said curve;
S 57'34'38" E, 2.11 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found for corner;
S 32'25'22" W, 130.50 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found for corner;
S 57'34'38" E, 151.92 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner at
the beginning of a tangent curve to the right, having a central angle of 9'25'41", a radius of 2,044.50
feet, a chord bearing and distance of S 52°51'47" E, 336.05 feet;
Southeasterly, along said curve, an arc length of 336.43 feet to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" found for corner at the end of said curve;
S 48'08'57" E, 115.43 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found for corner;
S 40'49'41" E, 85.00 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
S 47'06'54" E, 115.30 feet to a point in a creek at the south corner of said Windsong Ranch Phase 6E
Addition and a westerly corner of Windsong Ranch Phase 6A, an Addition to the Town of Prosper, Denton
County, Texas, recorded in Document Number 2022-115, PRDCT;
Thence along the westerly line of said Windsong Ranch Phase 6A Addition, the following courses and distances
as follows:
S 32°11'26" E, 83.37 feet to point in a creek; S 45'18'52" W, 241.94 feet to a point in a creek;
N 80'07'38" W, 116.97 feet to a point in a creek; S 35'14'16" W, 142.08 feet to a point in a creek;
S 10'38'28" W, 222.20 feet to a point in a creek on the northerly line of Windsong Ranch Phase 6B, an
Addition to the Town of Prosper, Denton County, Texas, recorded in Document Number 2021-124, PRDCT;
THENCE along the northerly line of said Windsong Ranch Phase 6B Addition, the following courses and distances
as follows:
N 40'45'07" W, 381.90 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found for corner
at the beginning at a non -tangent curve to the left, having a central angle of 24'05'43", a radius of
1,590.00 feet, a chord bearing and distance of N 59°31'54" W, 663.74 feet;
Northwesterly along said curve, an are length of 668.66 feet to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set for corner at the beginning of a non -tangent curve to the left having a central
angle of 3°12'39", a radius of 1,025.00 feet, a chord bearing and distance of N 12'06'37" E, 57.43 feet;
Northerly along said curve, an arc length of 57.44 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG set for corner at the beginning of a compound curve to the right having a central angle of
3°43'03", a radius of 975.01 feet, a chord bearing and distance of N 12'21'49" E, 63.25 feet;
Northerly along said curve, an arc length of 63.26 feet to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set for corner at the end of said curve;
N 61'19'54" E, 13.61 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
N 18'17'48" E, 50.04 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner at
the beginning of a non -tangent curve to the left having a central angle of 0'26'52", a radius of 456.30
feet, a chord bearing and distance of N 71'39'23" W, 3.57 feet;
Westerly along said curve, an arc length of 3.57 feet to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set for corner at the end of said curve;
N 28'58'43" W, 14.63 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
N 72'58'15" W, 50.11 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG set for corner;
S 59'54'06" W, 13.84 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner at
the beginning of a non -tangent curve to the left having a central angle of 12°52'20", a radius of 1,770.00
feet, and a chord bearing and distance of N 80'31'20" W, 396.82 feet;
Westerly along said curve, an arc length of 397.65 feet to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set for corner at the end of said curve;
N 86'57'30" W, 154.18 feet to a 1/2 iron rod with a plastic cap stamped "SPIARSENG" set for corner at
the beginning of a tangent curve to the left having a central angle of 3'51'24", a radius of 525.00 feet, a
chord bearing and distance of N 88'53'12" W, 35.33 feet;
Westerly along said curve, an arc length of 35.34 feet to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set for corner at the end of said curve;
S 89'11'05" W, 185.26 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
N 45'48'55" W, 14.14 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
S 89'11'05" W, 60.17 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner on
the east line of Windsong Ranch Phase 7B, an Addition to the Town of Prosper, Denton County, Texas,
recorded in Document Number 2022-219, PRDCT;
THENCE N 00'50'53" W, 235.00 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner
on the northerly line of said Windsong Ranch Phase 7B;
THENCE along the northerly line of Windsong Ranch Phase 7B Addition, the following courses and distance as
follows:
N 45'49'54" W, 14.15 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG set for corner;
S 89'11'05" W, 43.25 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner at
the beginning of a tangent curve to the right having a central angle of 25'59`26", a radius of 630.00 feet,
a chord bearing and distance of N 77'49'14" W, 283.34 feet;
Westerly along said curve, an arc length of 285.78 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set for corner at the beginning of a compound curve to the left, having a central angle of
61°06'36", a radius of 20.00 feet, a chord bearing and distance of S 83°54'20" W, 20.33 feet;
Westerly along said curve, an arc length of 21.33 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set for corner at the beginning of a non -tangent curve to the right having a central angle
of 177'24'24", a radius of 50.00 feet, a chord bearing and distance of N 37'56'39" W, 99.97 feet;
Westerly along said curve, an arc length of 154.82 feet, to a 1/2 iron rod with a plastic cap stamped
"SPIARSENG" set for corner at the end of said curve;
N 55'48'19 W, 18.33 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set at the
northwest corner of said Windsong Ranch Phase 7B Addition and the northeast corner of Windsong Ranch
Phase 7D and 7H, an Addition to the Town of Prosper, Denton County, Texas, recorded in Document
Number 2022-232, PRDCT;
THENCE N 68°12'10" W, 372.30 feet along the north line of said Windsong Ranch Phase 7D and 7H Addition, to
a point in a creek on the east line of a called 155.903 acre tract of land described in a deed to Prosper
Oaks LP, recorded in Document Number 2021-187834, ORDCT;
THENCE along the southeasterly line of said 155.903 acre tract, the following courses and distances as follows:
N 12°00'00" E, 156.06 feet to a point in a creek; N 51'00'00" E, 46.11 feet to a point in a creek;
S 86'30'00" E, 86.67 feet to a point in a creek; N 49'00'00" E, 92.68 feet to a point in a creek;
N 33°30'00" E, 257.92 feet to a point in a creek at the southwest corner of a called 48.323 acre tract of
land described in a deed to VP Windsong Investments LLC, recorded in Document Number 2021-74160,
ORDCT;
THENCE along the southerly line of said 48.323 acre tract, the following courses and distances as follows:
S 56'30'00" E, 266.60 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner at
the beginning of a non -tangent curve to the right having a central angle of 40'25'20", a radius of 184.92
feet, a chord bearing and distance of S 66'42'43" E, 127.77 feet;
Southeasterly along said curve, an arc length of 130.46 feet to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" found for corner at the beginning of a reverse curve to the left having a central
angle of 45'29'28", a radius of 80.00 feet, a chord bearing and distance of S 6914'47" E, 61.86 feet;
Southeasterly along said curve, an arc length of 63.52 feet to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" found for corner at the beginning of a non -tangent curve to the left having a central angle
of 1'28'21", a radius of 573.77 feet, a chord bearing and distance of S 05'38'37" W, 14.75 feet;
Southerly along said curve, an arc length of 14.75 feet to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" found for corner at the end of said curve;
S 00'46'17" E, 120.50 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set at the west
corner of a called 0.232 acre tract of land described in a right-of-way dedication to the Town of Prosper,
recorded in Document Number 2022-155096, ORDCT;
S 89'48'08" E, passing the southeast corner of said 48.323 acre tract and southwest corner of a tract of
land described in a deed to Good Hope Cemetery, recorded in Volume 89, Page 555, of the Deed Records
of Denton County, Texas (DRDCT), at a distance of 64.07 feet, and continuing along the south line of said
0.232 acre tract, in all a total distance of 451.15 feet to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set at the southeast corner of said 0.232 acre tract and a southwest corner of said
Windsong Ranch Phase 6E Addition;
THENCE along the south line of said Windsong Ranch Phase 6E Addition, the following courses and distances
as follows:
S 00'48'35" E, 42.07 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
N 89*11'25" E, 366.26 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
S 45°49'59" E, 14.15 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
N 89*11'27" E, 50.00 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
S 00'50'42" E, 131.80 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner;
N 86'39'32" E, 305.99 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set for corner at
the beginning of a tangent curve to the left, having a central angle of 19'33'35 ❑ radius of 300.00 feet,
a chord bearing and distance of N 76'52'45" E, 101.92 feet;
Northeasterly along said curve, an arc length of 102.41 feet to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set for corner at the end of said curve;
N 67'05'57" E, 45.13 feet to the POINT OF BEGINNING AND CONTAINING 40.300 acres or 1,755,468 square
feet of land.
SURVEYOR'S CERTIFICATE
That I, Jimmy Bernau, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and the field
notes made a part thereof from an actual and accurate survey of the land and that the corner
monuments shown thereon were properly placed under my personal supervision, in accordance with the
Subdivision Regulations of the Town of Prosper, Texas.
Dated this the 6-1- day of N ey{**-b'c Y 2023.
JIMMY BERNAU
JIMMY ERN U TEXAS R.P.LS. N0. 6902 � 69...............
02 P r p
STATE OF TEXAS §
COUNTY OF COLLIN §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally
appeared Jimmy Bernau, 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 -fL- day of tN1)t f5yyIVZA 2023.
Notary Public, State
Texas ��RVP"e� Faith Nicole Sourbe�
y My commission Expires
8/11
Notary ID
Notary ID
133262075
ACCESS EASEMENT
The undersigned covenants and agrees that the access easement(s) may be utilized by any person or the
general public for ingress and egress to other real property, and for the purpose of general public
vehicular and pedestrian use and access, and for the Fire Department, Police, and emergency use in
along, upon, and across said premises, with the right and privilege at all times of the Town of Prosper,
its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon,
and across said premises.
LANDSCAPE EASEMENT
The undersigned covenants and agrees thatl the landscape easement and restrictions herein set forth shall
run with the land and be binding on the o> ner(s) of the property in this subdivision, their successors and
assigns, and all parties claiming by, through and under them. In the event a replat is requested on all
or part of this property, the Town may re uire any similar or additional restrictions at its sole discretion.
The sole responsibility for maintenance and replacement of landscape materials thereof shall be borne by
any homeowners` association hereafter established for the owners of lots in this subdivision and/or the
owners of the individual lots within this subdivision. Such maintenance and replacement shall be in
conformance with the requirements, standards, and specifications of the Town of Prosper, as presently in
effect or as maybe hereafter amended. IThis provision may be enforced by specific performance or by
any other remedy allowed bylaw. This Landscape Easement shall be void of utilities and other elements
unless otherwise approved on the plat.
DRAINAGE AND FLOODWAY EASEMENT
This plat is hereby adopted by the Owners and approved by the Town of Prosper (Called "Town") subject to the
following conditions which shall be binding upon the Owners, their heirs, grantees, successors and assigns: All of Lots
1 and 5, Block X, as shown on the plat is called "Drainage and Floodway Easement and is the natural drainage
channel crossing each lot. The existing creek or creeks traversing along the Drainage and Floodway Easement within
the limits of this addition, will remain as an open channel at all times and will be maintained by the owners of the
lot or lots that are traversed by or adjacent to the drainage courses in the Drainage and Floodway Easement. The
Town will not be responsible for the maintenance and operation of said creek or creeks or for any damage to private
property or person that results from the flow of water along said creek, or for the control of erosion. No obstruction
to the natural flow of storm water run-off shall be permitted by construction of any type of building, fence, or any
other structure within the Drainage and Floodway Easement or the natural drainage channels, as herein above defined.
Provided it is understood that in the event it becomes necessary for the Town of erect or consider erecting any type
of drainage structure in order to improve the (storm drainage that may be occasioned by streets and alleys in or
adjacent to the subdivision, then in such event, the Town shall have the right to enter upon the Drainage and
Floodway Easement at any point, or points, to linvestigate, survey or to erect, construct, and maintain any drainage
facility deemed necessary for drainage purposes. Each property owner shall keep the natural drainage channels
traversing or adjacent to his property clean 'and free of debris, silt, and any substance which would result in
unsanitary conditions or obstruct the flow of water, and the Town shall have the right of ingress and egress for the
purpose of inspection and supervision of maintenance work by the property owner to alleviate any undesirable
conditions which may occur. The natural drainage through the Drainage and Floodway Easement, as in the case of all
natural channels, are subject to storm water) overflow and natural bank erosion to an extent which cannot be
definitely defined. The Town shall not be held liable for any damages of any nature resulting from the occurrence of
these natural phenomena, or resulting from the failure of any structure or structures, within the natural drainage
channels. Building areas outside the Drainage and Floodway Easement line shall be filled to a minimum elevation as
shown on the plat. The minimum floor elevation for each lot shall be as shown on the plat.
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, VP Windsong Operations LLC acting Oherein by and through its duly authorized officers, does hereby
certify and adopt this plat designating the herein above described property as Windsong Ranch Phase 6D,
an addition to the Town of Prosper, and does hereby dedicate to the public use forever, the streets and
alleys shown thereon. VP Windsong Operations LLC does hereby certify the following:
1. The streets and alleys are dedicated for street and alley purposes.
2. All public improvements and dedications shall be free and clear of all debt, liens, and/or
encumbrances. i
3. The easements and public use area, as shown are dedicated for the public use forever for the
purposes indicated on this plat. I
4. No building, fences, trees, shrubs, or other improvements or growth 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 Town of Prosper:
5. The Town of Prosper is not responsible for replacing any improvements in, under, or over any
easements caused by maintenance or repair.
6. Utility easements may also be used� for the mutual use and accommodation of all public utilities
desiring to use or using the some unless', the easement limits the use to particular utilities, said use by
the public utilities being subordinate to the public's and Town of Prosper's use thereof.
7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or part
of any building, fences, trees, shrubs, or other improvements or growths which may in any was endanger
or interfere with the construction, maintenance, or efficiency of their respective systems in the easements.
8. The Town of Prosper and public utilities shcll at all times have the full right of ingress and egress to
or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling,
maintaining, reading meters, and adding to or removing all or parts of their respective systems without the
necessity at any time procuring permission' from anyone.
9. All modifications to this document shall be by means of plat and approved by the Town of Prosper.
10. For lots adjacent to a Floodplain Only.
100 Year Floodplain Easement Restriction: Construction within the floodplain may not occur until
approved by the Town. (A request for', construction within the floodplain easement must be
accompanied with detailed engineering' plans and studies indicating that no flooding will result, that
no obstruction to the natural flow of 'water will result; and subject to all owners or the property
affected by such construction becoming a party to the request.) Where construction is approved, all
finished floor elevations shall be a minimum of one (1) foot above the 100-year flood elevation as
determined by analyzing the ultimate build -out conditions of the entire drainage basin. Existing
creeks, lakes, reservoirs, or drainage channels traversing along or across portions of this addition,will
remain as an open channel at all times and will be maintained by the individual owners of the
lot or lots that are traversed by the drainage courses along or across said lots. The Town will not
be responsible for the maintenance and operation of said drainage ways or for the control of
erosion. Each property owner shall keep the natural drainage channels traversing his/her property
clean and free of debris, silt, or any substance that would result in unsanitary conditions. The Town
shall have the right of ingress and egress for the purpose of inspection and supervision of
maintenance work by the property owner to alleviate any undesirable conditions, which may
The Town is not obligated to maintain or assistance with maintenance of the area. The
natural drainage channel, as in the case of all natural drainage channels, are subject to storm
water overflow and natural bank erosion. The Town shall not be liable for damages of any nature
resulting from the occurrence of these natural phenomena, nor resulting from a failure of any
structure(s) within the natural drainage channels. The natural drainage channel crossing each lot is
shown by the Floodway easement line as shown on the plat. If a Subdivision alters the horizontal
or vertical floodplain, a FEMA Floodway map revision may be required.
Witness our hands at d®u'i/County, Texas, this -70day of /v1VV'O�fll2023.
VP Windsong Operations LLC
a Delaware Limited Liability Company
B Y. 44��
David R. Blom, Vice President
Witness our hands at &U, County, Texas, this -7-ri day of , V� �+�r iL, 2023.
Y Y
LIEN HOLDER:
TEXAS CAPITAL BA K a Texas state bank formerly known as Texas Capital Bank, N.A.
By.
STATE OF TEXAS §
COUNTY OF-09/10-§
BE E ME, th undersigned, a
L��C___,
Notary Public in and for The State of Texas, on this day personally appeared
to
known to me to be the person and officer whose name is subscribed
the foregoing instrument, and
acknowledged to me that he executed the some for the purposes and
considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL
OF OFFICE this the % day of 2023
°p�ppY PpB .� 1ESSICA LARKIN
�. (? Notary Public, State of Texas
Notar Public, State of Texas
Comm. Expires01-14.2025
Notary ID 13287177.5
CERTIFICATE OF APPROVAL
r.t
Approved this � day
of _ b22 2eH
Y
the Town of Prosper, Texas.
I
'
iQ1A� OFp
Town Secretary
S
Engin Department
,ring
1914
JPIWiVD`e1pqartent k'
TEXAS
D22-0035
FINAL PLAT
1011\l�)�C��\C�
40.300 GROSS ACRES, 7.270 ACRES R.O.W.
STATE OF TEXAS §
COUNTY OF COLLIN §
33.030 ACRES NET
the Notary
Public in and for
The State Texas, this day
OUT OF THE B. RUE SURVEY AEST. 1113,
BEFORE ME, undersigned, a
of on personally
appeared David Blom, known to me to
be the person and
officer whose name is subscribed to the
H. RUB � SURVEY ABST� 1111
foregoing instrument, and acknowledged
to me that he
executed the same for the purposes and
s
considerations therein expressed and in the
capacity therein
stated.
L. NE T°H ERLY SURVEY APSE°. 962,
T-
GIVEN UNDER MY HAND AND SEAL OF OFFICE
this the
day of 1
U V
e,V" 2023.
J. TEETER TE' R SURVEY ABST. 1262
"TOWN OF PROSPER
yw�
0,
DEN TON COUNTY, 'TEXAS
Wary ublic, IiStateUf
Texbis
Latasha Marie MCNeII
My Commission Expires
OWNER / APPLICANT ENGINEER / SURVEYOR
* 9/1212026
D1339
Notary ID133955834
VP WINDSONG OPERATIONS LLC S lars Engineering, Inc.
p g. g,
130 N Preston Road, Suite 130 765 Custer Road, Suite 100
Prosper, Texas 7SO78 Plano, TX 75075
Telephone (469) 532-0681 Telephone: (972) 422-0077
Contact: David Blom TBPE No. F-2121
Contact: Matt Dorsett
November 2023 SEI Job No. 22-006
Sheet 2 of 3
Filed for Record
in the Official Records Of:
Denton County
On: 11/14/2023 3:48:14 PM
In the PLAT Records
WINDSONG RANCH PHASE 6 D
Doc Number: 2023-390
Number of Pages: 3
Amount: 150.00
Order#:
By: JK
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
12
D'
10,219
0.235
B
13
D
8,756
0.201
A
14
D
8,756
0.201
A
15
D
8,756
0.201
A
16
D
8,756
0.201
A
17
D
8,756
0.201
A
18
D
8,756
0.201
A
19
D
8,756
0.201
A
20
D
8,594
0.197
A
21
D
9,100
0.209
A
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
9
M
14,888
0.342
D
10
M
9,350
0.215
A
11
13,204
0.303
A
12
12,017
0.276
C
13
rM
8,613
0.198
A
14
8,654
0.199
A
15
M
8,726
0.200
A
16
M
8,140
0.187
A
17
M
8,117
0.186
A
18
M
,133
0.187
A
19
M8,117
r
0.186
A
20
M8,105
0.186
A
21
1 M
8,612
0.198
A
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
N
9,794
0.225
B
2
N
8,176
0.188
A
3
N
8,204
0.188
A
4
N
8,182
0.188
A
5
N
8,142
0.187
A
6
N
8,165
0.187
A
7
N
8,023
0.184
A
8
N
8,004
0.184
A
9
N
8,239
0.189
A
10
N
8,843
0.203
A
11
N
10,277
0.236
A
12
N
10,996
0.252
A
13
N
9,379
0.215
A
14
N
11,166
0.256
B
15
N
10,849
0.249
B
16
N
9,694
0.223
B
17
N
9,271
0.213
A
18
N
10,538
0.242
B
19
N
11,670
0.268
B
20
N
11,182
0.257
A
21
N
9,756
0.224
A
22
N
9,223
0.212
A
23
N
8,868
0.204
A
24
N
8,689
0.199
A
25
N
8,661
0.199
A
26
N
8,668
0.199
A
27
N
8,669
0.199
A
28
N
8,666
0.199
A
29
N
9,747
0.224
A
Easement
Line Table
Line #
Length
Direction
L1
235.47'
N
34'13'25"
E
L2
111.99'
N
24'17'43"
E
L3
18.36'
S
65'38'50"
E
L4
5.49'
S
65'38'50"
E
L5
83.28'
N
24*17'43"
E
1-6
236.57'
S
34'01'01"
W
1-7
3.88'
N
54'04'06"
W
1-8
236.82'
N
65*42'17"
W
L9
4.63'
S
61'40'48"
W
L10
15.00'
S
28"19'12"
E
L11
4.63'
S
61'40'48"
W
L12
236.82'
N
65'42'17"
W
L13
7.86'
N
54'04'06"
W
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
8
R
12,207
0.280
B
9
R
11,162
0.256
B
10
R
10,742
0.247
B
11
R
10,533
0.242
B
12
R
11,150
0.256
C
13
R
13,048
0.300
C
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot T1jpe
1
U
12,197
0.280
C
2
U
11,246
0.258
C
3
U
9,808
0.225
B
4
U
10,039
0.230
A
5
U
10,089
0.232
A
6
U
10,436
0.240
A
7
U
8,954
0.206
A
8
U
8,617
0.198
A
9
U
8,636
0.198
A
10
U
8,614
0.198
A
11
U
11,262
0.259
B
Open Space Area Table
Lot #
Block #
Acres
1
X
2.947
2
X
0.069
3
X
0.139
4
X
0.067
5
X
4.620
Easement
Line Table
Line #
Length
Direction
L14
135.98'
S
44'31'47"
E
L15
23.60'
S
18*53'59"
E
L16
15.00'
S
71'06'01"
W
L17
23.55'
N
18'53'59"
W
L18
136.95'
N
44'31'47"
W
L19
15.00'
N
57'27'22"
E
L20
25.39'
S
33'59'36"
E
L21
14.90'
S
44*14'55"
E
L22
18.25'
N
44*14'55"
W
L23
24.48'
N
33-59'36"
W
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
5
8,452
0.194
E
2
5
7,100
0.163
E
3
5
7,102
0.163
E
4
5
7,103
0.163
E
5
5
7,105
0.163
E
6
5
7,106
0.163
E
7
5
7,108
0.163
E
8
5
7,109
0.163
E
9
5
7,111
0.163
E
10
5
7,112
0.163
E
11
5
7,114
0.163
E
12
5
7,115
0.163
E
13
5
7,117
0.163
E
14
5
7,119
0.163
E
15
5
8,513
0.195
E
16
5
8,021
0.184
E
17
5
6,723
0.154
j E
18
5
6,725
0.154
E
19
5
6,726
0.154
E
20
5
6,745
0.155
E
21
5
6,818
0.157
E
22
5
6,898
0.158
E
23
5
6,977
0.160
E
24
5
7,057
0.162
E
25
5
7,104
0.163
E
26
5
7,107
0.163
E
27
5
7,109
0.163
E
28
5
7,110
0.163
E
29
5
7,112
0.163
E
30
S
8,482
1 0.195
E
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
T
13,371
0.307
D
2
T
9,561
0.219
B
3
T
9,851
0.226
B
4
T
11,285
0.259
C
5
T
8,558
0.196
E
6
T
7,108
0.163
E
7
T
6,887
0.158
E
8
T
6,714
0.154
E
9
T
6,631
0.152
E
10
T
6,591
0.151
E
11
T
6,574
0.151
E
12
T
6,562
0.151
E
13
T
6,577
0.151
E
14
T
6,738
0.155
E
15
T
9,396
0.216
E
16
T
7,699
0.177
E
17
T
7,280
0.167
E
18
T
9,387
0.216
E
19
T
7,750
0.178
E
20
T
7,011
0.161
E
21
T
6,544
0.150
E
22
T
6,619
0.152
E
23
T
6,716
0.154
E
24
T
7.001
0.161
E
25
T
7,093
0.163
E
26
T
7,225
0.166
E
T
7,395
0.170
E
L27
28
T
8,753
0.201
E
Easement Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C1
30.55'
50.00'
30.08'
S 20'14'19" W
35'00'30"
C2
12.69'
62.50'
12.67'
N 59'53'11" W
11*38'11"
C3
57.39'
62.50'
55.40' 1
S 87*59'16" W
52'36'55"
C4
71.17'
77.50'
68.69'
S 87'59'16" W
52'36'55"
C5
15.74'
77.50'
15.71'
N 59-53'11" W
11'38'11"
C6
48.38'
109.75'
47.99'
S 31'54'06" E
25*15'23"
C7
41.72'
94.75'
41.38'
N 31'54'57" W
25*13'40"
C8
59.28'
202.50'
59.07'
N 75*31'16" W
16'46'21"
C9
6.88'
202.49'
6.88'
N 84'52'51" W
1'56'50"
C10
100.02'
107.50'
96.45'
N 5911'57" W
53'18'38"
C11
86.07'
92.50'
82.99'
S 59*11'57" E
53*18'38"
C12
7.39'
217.49'
7.39'
S 84'52'51" E
1'56'50"
C13
72.38'
217.50'L72.05'
S 74'22'25" E
19'04'02"
C14
52.35'
292.50
S 39*07'15" E
10'15'18"
C15
55.04'
307.50
N 39'07'15" W
1 10-15'18"
Lot Line Table
Length
Direction
13.88'
N
38'31'40"
E
r
14.36'
S
51"18'53"
E
36.71'
N
88'04'26"
W
L4
33.54'
S
02'26'00"
W
L5
36.63'
N
83'42'32"
W
L6
34.36'
S
05'09'55"
W
L7
13.73'
N
42'31'56"
E
L8
14.15'
N
45°49'38"
W
L9
14.14'
S
44'10'22"
W
L10
14.48'
S
47'12'54"
E
1-11
17.23'
N
01'04'11"
W
L12
13.68'
N
11'56'27"
E
L13
14.14'
N
4410'16"
E
L14
14.15'
N
45'49'37"
W
L15
14.14'
S
44-10'06-
W
L16
14.14'
N
441O'16"
E
L17
14.15'
S
45'49'44"
E
Centerline Line Table
Line #
Length
Direction
L18
13.88'
N 59'38'50" E
L19
23.12'
N 06'05'04" W
L20
23.11'
N 37'25'03" W
L21
1 20.00'
N 29-59-30" E
Lot Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C1
262.14'
440.00'
258.28'
S 7344'52" E
34'08'05"
C2
108.74'
353.50'
108.31'
S 09'52'55" E
17'37'29"
C3
167.62'
313.50'
165.63'
S 03'22'36" E
30'38'06"
C4
262.31'
3628.50'
262.25'
N 86'36'21" W
4'08'31"
C5
37.27'
998.50'
37.26'
N 8944'45" W
2*08'18"
C6
359.76'
1844.00'
359.19'
S 51-59'17" E
11-10'41"
C7
45.09'
50,00'
43.58'
S 76'35'41" W
51*40'16"
C8
112.70'
50.00'
90.31'
S 35'00'31" W
129'08'52"
C9
19.47'
20.00'
18, 71'
S 40"13'16" E
55'47'00"
C10
15.84'
20.00'
15.43'
N 89*14'21" W
45'22'54"
Centerline Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C11
130.56'
300.00'
129.53'
N 72'06'52" E
2456'05"
C12
278.60'
310.00'
269.32'
S 31'4951" E
51'29'34"
C13
468.47'
2000.00'
467.40'
N 50'52'01" W
13'25'14"
C14
170.59'
1500.00'
170.50'
N 52'25'47" E
6'30'57"
C15
292.23'
2600.00'
292.08'
S 5228'04" W
6'26'23"
C16
57.55'
300.00'
57.46'
j N 42'54'46" W
10-59-26"
C17
709.48'
1745.00'
704.60'
N 60'03'20" W
23'17'43"
C18
260.61'
475.00'
257.35'
N 02'27'49" W
31'26'08"
C19
90.77'
300.00'
90.43'
S 09'30'47" E
17'20'11"
C20
80.43'
1000.00'
80.41'
N 86*53'10" E
4'36'31"
C21
31.19'
1000.00'
31.19'
S 89'54'58" E
1'47'14"
C22
31,19'
1000.00'
31.19'
N 89'54'58" W
1'47'14"
C23
332.04'
600.00'
327.82'
S 74'57'40" E
31'42'28"
C24
177.12'
300.00'
174.56'
S 73'54'06" E
33'49'39"
D22-0035
FINAL PLAT
40.300 GROSS ACRES,
ACRES O.W.
ACRES33.030
OUT OF THE B. RUE SURVEY ABST.1113,
H. RUE SURVEY ABST.1111,
L. NETHERLY SURVEY ABST. 962,
J. TEETER SURVEY ABST.1262
TOWN OF PROSPER
DENTON COUNTY, TEXAS
OWNER / APPLICANT ENGINEER / SURVEYOR
VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc.
130 N Preston Road, Suite 130 765 Custer Road, Suite 100
Prosper, Texas 75078 Plano, TX 75075
Telephone (469) 532-0681 Telephone: (972) 422-0077
Contact: David Blom TBPE No. F-2121
Contact: Matt Dorsett
November 2023 SEI Job No. 22-006
Sheet 3 of 3 I