SB0072AJo Lynn Carey
Rear Property Line Rear Property tine
Ninemire, et al ear - - -
Doc. No. 2014-16824 OPRDCT w N m 1 j zs' xem 8L try.) ( z5 Rem' BL th9
---�- N z z VP Windson Investments LLC iz0• "/30• E�1 �1 I I (8' "/36' Front �) I
F ¢ Q Doc. No 2018142926OPRDCT
�klba�a �sw�`m, �4 �kW�ax
m VPWindson VP Windsong
<. . ¢ g e w.--I s rdr -I Y see -I r s --I
Street & Utili2021- 7860 Operations LLC Operations LLC kw ° I mw I I ema I I I I
Doer No. 2027-37869
BL1H Cl No, 2020-104234 OPRDCL _ I zP', zs' & 3a Front _ _ I zo•, z5 s 30' Front Doc. No. 2020-104234 OPRDCT
Street & Utility Ent. _ _ _ _ 5'_U.E. ( ( S U.E. 1
U D. No. 2021-37858 �� BL19 BC9 _-- - _ -- �I_ _1__-- _ _ _- _t_--
J BL20 DL22 Street & Utility Evnt. __L 1_ _5 SUE _ �_ 1s"sUE.= - - -
DL21 / B123 D. No. 2021-37858 Front Property Line Front Property Line
In Exit. Good Hape Road 195.00' C17 4 v m>Prs .
+� Prea ptre Rght-w-way - 6ss7 o'E o �Cio \ STANDARD LOT DETAIL STANDARD LOT DETAIL L k
i 48911'O i 225.41' 3.66' 15418' C78 BL24
_ _ MILL_ l r FOR LOT TYPE A. 6. C & D FOR LOT TYPE E & 6
O to Brc fan or I f aTrr- - '= ssati = - �6st_ - _ POl BCif #
DWkated R0� RO.W. " " " 5 BL 30' BL 1826'325- - q9 Drainage Easement
19,515 S.f., 0.418 Aa 25 DL 20 BL 25 r A3 2)gp `f'F
O Style 30 BL H, 622' - \ N 2021-37960
m Prosper 3 $ S "' .�,'u"3 o 325 BL m 10' Bl - �m ry Doc. a. _ B 1 rwsro ar�.... uu1] j 38
_ I' 115 RB i6 R�17R 18 �a 19 "^20^^ 8$ 'oat J0'&
R to p i" 21 9 - 22 r 23 g _ 24 8 BL B `t� Jsez• � J \
za l
°'o �1 = lm 027 I561' " " '"O^s - '��25_zs$; .= B� r - LOCATION MAP KEY MAP
= z �QbD p 58911'OS'W SBT35bYE 2054 " �R ;q 27 8 y o \E.t.
/ \ /
4A1 Q �I 61,25' 55.04' 27.65'27.40 3]74 5504' 5504' 34.14' 49.23 28 N BL2r'1 / R.T.S.
,0 O NI UQ II 61z5 50.00' 19. ' 8, so.00• 50.D0' 3zs4' s3.72' 52.9ss.zr 4s.z3' ds.z3. m�l /� / / NOTES:
� Z 12.91' SJ.91' 49,JB• t Street & Utility VP WindSong �
53.36' Dac. No. 2021-37858 � s �, C28 53.54' 19.13' �' / / / fi W g g g < 8 ;� $ ;� w wO w 5d72. se Operations LLC 1. Seeing o portion of this addition by metes and bounds is a violation of Town
1. 14 13 12 Rp118r10 8� 8�
s;n 9 Rry g 7 s.= 5 r' sss2' " BL26 Dw. No. 2020-104234 OPRDCT ordinance and state law and is subject to fines and withholding Of utilities and
- '= 'R g 6 g g g 3.ss' / / / building permits.
BC8 '08T /
13L17
Street & Utility Eant. `a
Doc. No. 2021-37858-\��� q3,
__T S Uv6 1
N 8951'O6' W, ID06.78'
to a 1/2' CIRF (CM) BL7.
VP Windsong
Operations LLC
Doc. No. 2020-104234 OPRDCT
U
J
l9
C
O�
Q
e
z
O o
�o
/ ) 2. Basis of bearing:State Plane Coordinate System, North Texas Central Zone 4202,
30' BL 25' BL 20' BL 25' BL �0 BL 25' BL z 4 0 3 8 ^ "' /' , IJz6 Y
=n.48' 16so' e.3o' s uE n.e6 10 BL 25 Bt 5'sEJ �� 2 8 1 . k s`' / North American Datum of 1983. Adjustment Realization 2011.
=< / �, .25' 7s / j
�a 8L F /; a \ � / / 3. All development will comply with Town of Prosper PD-40 Requirements.
se9v'as'w cu_ NeT35'Oz'w z&nx_ sS i / 4. All open space areas, Lots 1-5, Block X, to be owned and maintained by the
120.65' 40,95' _4$ 10'St I / ,� 11 W J4 -� VP Windson Investments LLC i /P p
15.45' 146.23' - 4yt 8 ,� 5 9 ( H.O. A.
- ,810 8 ti r Doc. No. tote-1 azszs oPRDcr �� 5. Front and setbacks are staggered per requirements of PD-40 and Zoning
;) BLf4 1 -4sa2 -- �sw` Brae �y _ "'�v M zs� sgJ ' Ordinance Section 9.3.F. 99 P 9 g
BL13r,1p 9t 25' BL 20' �L _ /" o x� ry 6 $ ti ss Bix. FEMh Flaadplain tme /� 6. All fences adjacent to open space shall be ornamental metal.
u T g
BL12 s 5.7 25' BL 3 20' BL 0 -SY.Y - _ �y
a 3 R r 11 8 25' 'sue-�G 3sa �`�� x' �% / 7. Lots 2-5, Block X to be used for sidewalks, trails and landscaping. Easements for
9 10 s1 p, 12 R n 13 R 14 g J0"B( �; y,Ne czs � &• 55'& r� 7 d'h� sSJ+ these uses are granted by this plat. Lot 1, Block X to be Drainage and Floodway
- - R r 15 8's 3 // uE $,5 Easement, also Hike & Bike Trail.
/ Q'Spr'e' 6 g,h sSJ. ( 100yr Fully OeMop i 8. No transformers or utility pedestals shall be allowed in the sidewalk and utility
23.52'R' n 17 , / zo -
5 s.. Flood lain Line - easement.
J 67.90' 27.38' S0.0T 50.0T SOOT 15' l �$ 2 & o SS I P ----
m -' "' S9.83' 3ts9•zss2 57.eo• 50.oT " �' 2s 1s C;1 •+, Street&Utnity Ent. 9. This property is subject to the Windsong Ranch License Agreement (governing the
NasiT 'E 5],80. 500s, n � � 9 g,� ,.b'B'L' N\ 82` s'& �}} 4 g .E. s Doc. No. 2021-37860 1 �/ / / installation and maintenance of street trees) between VP Wndsong Operations, LLC
-$0' ROW w SLBo" 8d.60' .w / '�ri 3 C 3 B,1/I .cj` J✓ / /
and the Town of Prosper.
1 u g 8 e�. ry I61o• ;'R� /�� �' .��' ;, 2q ' e>� 3 cP Lot 5, 10. This plat is subject to the additional residential zoning standards outlined in
Wy 25' z5' I 8 7q' r:, 6 ,R �v, 5 R = 4 g _ t., /� ra/g /sqJ, 11 8.,k \'`� C�,cF"'' �\ Block X \
CS l £ g _ o p 3 g.r t„ i -, / 6 �p po, d .•y ordinance 15.55.
La =� 25'BL =0 2 // _ /'��sr sJ]s, yp 12 g}� B( S. \ �04 .1:, e"' 2�&8,`� \ \ / 11. All landscape easements must be exclusive of any other type of easement, with the
" « 1 20, BL 5' uE .b' 25 _^ 1 7 sB s �> z �f ti �� .,a"O 1 °?.o �� / exception of perpendicular crossings, unless otherwise approved by Town Council.
BL70 - BL BL - Bs• J g 13 + s' v
street & uu6t Esmt. - `�- -' - -- _ & `4 : 1 / 12. Flood lain reclamation subject to en ineerin approval of flood stud wetland
y _py�. 5' sE zo' 0 +u 0 P 1 9 9 PP Y.
Oa. N.2o2t-37858- I s 3 stya`_ Bt Ug6a' s?7- delineation stud habitat stud and vegetative stud at the time of final plat
r sm' 48L49' �� /% 2/ ;/ & s t4 & & y v 5 ) / _ Y, Y, 9 Y
w 346' ' 7 a ti s8a6' sus•
y, 1st submittal.
I� cn kio' R SIL VERB, 3� �• x 13. Finished floor elevation shall be at least 2 feet above the 100-year floodplain.
p�Rzs' 6 g rv`" sea s1r �4$.' \ L30 ``' \ ` / / 14. 9.054 acres of ri ht-of-wa being dedicated b this lot in fee simple.
7�p 20' BL __ Jri' BL -� �� �� B[ a }� Ao e s' a T '� V / 26 Sari. Sewtt Ent - v 9 Y 9 Y P P
N In 1� 25' Bl8'a2- 5 w� or,
`� i6 Doc, No. 704794 -
1fn .� 25'Bt SBB ,,S. `p.54< I
BL8 z�.Z 111 Q fi v = = m' e _ c]o �s� .n,• �'. e \/ \ S -
m
LEGEND
OD WITH PLASTIC CAP STAMPED
lsPwRO
,�
Ns
" SET, UNLESS OTHERWISE NOTED
IRF
,IRON ROD FOUND
dRF
CAPPED IRON ROD FOUND
CONTROL MONUMENT
UTILITY EASEMENT _
CM
UE_
ASIDE
WALENT
IfM
)
_
BYTHISPLAT
ROW
- -
RIGHT-OF-WAY_
91 li
BUILDING LINE
B
'BLOCK DESIGNATION
PRDCT
PLAT RECORDS, DENTON COUNTY, TEAS
OPROCT
OFFICIAL PUBLIC RECORDS, DENTONCOUNTY,
-TEXAS-
11
Boundary Curve Table
Curn d
Radius
Nlltr
tangent
Length
Cho d
Chard Beano,
DO
BC2
BM
470.00'
270.00'
1025A0'
48-3607'
feel 9"
7*48'25"
212.22
ill
69SW
398.68'
36.eW
139.66
38o ew
36.60
159W
N 72°23'4e" W
5 79'1056' W
N 04'5714" W
BC4
15M
_
975.00'3°54'57'
525.Oa
.
11*0647'
3333'
51.00'
66.6W
101.68'
66.62
10132
N 03'0051" W
N 01°3618" E
BC6
475.00'
7*0601"
29AO'
S8.72
58.69
N 03'3642" E
ll
425.00'
15'34'OIe
50.55'
100.63'
Il
5 &27A'03" W
BC8
332.29'
4'2137'
1266
25.29'
25.28'
N 05001'41" W
5C9
525.00'
3'5r24"
17.68'
5534'
35,5V
5 88°5312" E
500
1770.00'
12°52 LO'
199.67
397.66
t 396.8T
5 80°3120' E
BC71
45630
0'2652"
1.7W
357
3.57
5 71'39'23" E
15a2
975,00'
3'43'03"
31.64'
6u26'
63.25'
912e21'49" W
503
1025.00
5'1239"
26.73'
57A4'
57A3'
51Z'0637' W
BC14
1591
24'0643'
33935'
668.66'
663.74'
5 59'3154" E
52801 A1538A R.E. YEATS, TR 1, .002AC/PT
970130 A1262A J TEETER TR 2A, .255AC/ALL
52809 A0962A NETHERLY TR 3, 18.6AC/PT
52833 A0962A NETHERLY TR 4, 14.297AC/P
52655 A00887A T BUTTON TR 1-3, 1.7AC/PT
T.DUTTON 5UPVEY
LDOC. NO. A0962A NETHERLY TR 3A(1) , 3.35AC PT
NK1 \�J 9 /. / / BL36 - ABSTRACT NO. 88
° VP Windsong Operations LLC 958343 A0962A NETHERLY TR 3A(2) .003AC LL
oQ Do Na 20/8846660PRDCT d E507 5L35 / SDO072A 1301,S17,1048
N
Ir
�w ry \
958340 A092A NETHERLY TR 4A(1), .186AC/ LL
N ro m R. yam N"Woel �- 795.55' tZ� - / n
< % 46s&a DI 5J9
No. 1 \ /
E i�2�-®®
FEMA Floodpiain Line I �y�, \ \ / \ - L
/ - .... FINAL PLAT
e 15' Drainage Ent
INDS®NG ]RUNC]HI PHASE 6B
Li 6B POINT OF �� Ii - _ _ ; / 38.411 GROSS
OUACRES,
OF Tg3E ACRES NET
PHASE / BEGINNING
120 LOTS DEVELOPED TO PD-40 STANDARDS 100yrFullyDeyoped
/ < 20 Saul. Seer Earl. ssas L. NETHERLY SURVEY ABET. 962
38.411 ACRES (3.15 UNITS/ACRE) H cobloin Line Box. No. 104794 >z fM1 \ I , , , T. BUTTON SURVEY ABST. 88
_ -
AVERAGE LOT SIZE = 7,339.58 SF J. TEETER SURVEY ABST. 1262
/ / ( WINDSONG RANCH TOWN OF PROSPER
5 OPEN SPACE LOTS /
DENTON COUNTY TEXAS Filed for Record
Lot Summary Phase 6B / / / \ \ POCASEoSC in the Official Records Of:
Denton County
Type A (Min. 8,000 SF) 0 OWNER/APPLICANT ENGINEER/SURVEYOR On: 411/2021 11 15.32 AM
/ / / VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc. In the PLAT Records
Type B (Min. 9,000 SF) 3 / / 2242 Good Hope Road 765 Custer Road, Suite 100 WINDSONG RANCH PHASE 6B
S Doc Number: 2021-124
Type C (Min. 10,500 SF) 0 / / / Prosper, Texas 75078 Plano, TX 75075
1/2' GRF / - Number of Pages: 3
Telephone (469) 532-0681 Telephone: (972) 422-0077 Amount: 150.00
Type D (Min. 12,500 SF) 0 SPIARSE
_, / Contact: David Blom TBPE No. F-2121 /TBPLS No. Orderfl:
Type E Min. 6,000 SF 117 F-10043100 By: DP
(CM)
/
Total 120 - / �/ / / --. Contact: Matt Dorsett
__ _ / I Scale: 1" = 100' March 15, 2021 SEI Job No. 19-244
lntp 9) 15 RP 1b R_�17 R�18R 19 gms�..f e� so- iC' 4 ge sa sJs'����
ZQI�Im s zs'B[_'a4r Ss' ' �\ ; ` xs VP Wind song ,
N �d 'llm-5tss'_ _s1ss. R„N' 22 & & \ \>zg ,� `�«^` ssz ov' •b. Div �\\J� / /�'¢"`\��'i9sg, / Operations LLC
T. �'�--- -sus'_ sx " " 'Rq \ 9 a} 2 4, 5'ynAE 4t� \ -N
9 1 'S6.0T 5575' - _ 23 8 � ',ib ( &y �.' ^ti ,b, l� Doc. No. 20ie-848GG OPROCTCS .^h T�1 ; ss.or ss. w_ 4£ Ido'-sts5 wME 2I 8s.4s, Lot 4. i
$il 14 R sr 13 Y� 12 R r 11 $ _ e., 56.oI. 3',, q &,}�Block X a
s 10
25
0' BL BL ._ z 9 4, 5 5 �$' `�. / \4F•� \ / /
i zg 8 sq 1`t5. 27 3 zs. \. \ L17 / A \ BL7 i zs D' Bt ss & � ^� m 7 & �' Is• � s `� � •h� s/ Tr / / � \ � \ 1
�ABA3` -- �8 -Teas._ sE zp• Aa ' I,ss\ ,3' �' / \i� � �
ys.1e, s14' __ zs. 6 g ass,28�&,� el y �'�' FEMe
1 r' cs '2 n WALNN• .ark ue y't Utility Ent -. Floodlog Line
Doc. StreeNo. 2021-37858 �L-�- I �.E0.1'i =5T4 BADS_ -_DROVE L 690 ��� m4 / P
L 25' BL J0. �RB.i ��$', �S'e/ r 3 c, .c, j / Lot 1, Block X�
y o 0 9 { /
8.6620 Ac. Drainage & Floodxay � A
10 Q R 11 g 15'gL 2�g, s / / / -Easement, Hike & Bike Trot
Lot 3,
Black X
2525 i UJ. ---s0.0a_ _so.0o_ " A S 14 3 �•et , x zs.
(@�CcII.79' saoa•_ -So.Po. 5 wuE 15 g, ,b• 't' ''• `9
WI ^nlv �. w W IH 49' � erg„_ ��ryC•'� 1B �3� C• \p Ut /� / _ J � /_ � /
7 R p 6
" 5
151.4 20 BL 25'BL = 4 8;� Oa, �'�,h'`\ 1z Or o�'9/��/ 1�edFullllyL�eneoped
131.3
SIG _SAffi -S7AY- 30'gL 15' ^�,���' 3 Jg'' y� 18 /
'.. W H31*
OLD ROSEBUD
LANf �4zc.la• a'z+"� c4 a t� h' S ,b.
Street & Utility Ent�� _ � C/ Qo S7S•� (.4'A^o � •`O � / ��g� \ /�
Doc. No. 2021-37858 ,� �f e'v p Lot 2, �44�
qA� ,g �'� 20' Soni. S. Esmt
Block X Doc. No. 104794 y
91 Eme,ao Setbad Une -....
v T e / �` [9' �L.NETHEKLY5UPVEr WIN05ONGRANCH
A135TFZACT NO. 962
Boundary Line Table
Boundary Line Table
Lne p
Length
Direction
0nn d
ongth
0"'d or
BLi
BL2
150
205.83'
60.00'
14.77
N 4800642' W
N 1405618" W
N 55'5210" E
DL22
13M
131.24
13,&W
50.11'
14.63'
N 59°5WO15" E
S 725815' E
S 280S8'43' E
Il
35.41'
N 08e5127"W
13L25
50,OW
518e1748" W
BL5
13W
N 52'41W' W
13LZO
15.61,
5 61'1954" W
DL49
50.11'
N 06.4037W
15127
71.88'
5 27.4626" W
151-7
14.46
N 3645250" E
13128
63.07
914'1&W' W
151-8
13.89'
N 53.03'14" W
131-29
14OW
5 42'3611" W
BL9
50.06
N 06'41'04" W
---
55,41'
S 73'0909" W
131-70
14.68'
N 38e17 ' E
El
146A0'
N 86'S054" W
BL11
67.26
N 07'0912" E
13L32
139.33'
5 Z762150" W
DL12
30.89'
N 00'0412' E
BL55
8229'
5 06'1324" E
131-13
14.03'
N 45'2272" W
131-54
90.66
1 5 6T4351" W
BL14
6IB6
589'11'05"W
131-55
44A6
N65"4130"W
DL15
16.9V
S 75e3703" W
DL36
7938'
S 86°5338" W
1306
60.00'
N 14'2L'19" W
151-37
32-59
S 09008'41" E
DL17
15.13'
N 34e4675" E
1306
92A7
5 54905W' W
15L78
60.17
N 89'1r05" E
131-39
15326
513'4325" W
151.19
143W
5 45e4855" E
DL40
24739'
N 48'0642" W
13LZO
18526
1 N 89'11'05" E
13L41
60.00
1 5 42e00 , W
BL21
154.18'
S 86'5730' E
Centerline Curve Table
X
R""'
Dtta
'a^genLengln
C
Cnrtl Bo"
C1
500.00'
48'36'07"
225,77' 424.13'11
.53'
C2
C3
300.00'
814'29"
21,61' 43.15'
43-12'
C4
1000.00'
6-00'29"
5248'
104.86'
1104.81-
N04-03'16'W
CS
615.00'
3'45'23"
� 20.17'
' 40.32' 140.31'
j
I S81'25'30"W
C6
C7
j 815.00'
300.00'
48'32'09"
12'01'23"
367.44'
1- - -__
31.59 '
690.40' 669.94'
- - .
62.95' 62.84'
N72'25'45"W
_--_
N5410'22'W
CB
500.00'
•i 9'38'38"
42,18'
84.16'
84.06'
N37-04'59"E
C9
2600.00'
! 16*59'13"
388.27'
770.84'
768.02'
N40'45'16"E
C10
1125.00' ! 48'36'07"
507.98'
954.30'
925.94'
N72'23'46"W
C11
C12
925.00T2'35'52"
500.00'
1412'43"
20.97'
62.33'
41,94'
124.02'
41.94'
123.70'
S82'00'15"W
NOO-02-51"E
C13
500.00'
7'05'01"
30.95'
II', 61.82'
61.78'
NO3'36'42"E
C14
- -
C15
1000.00'
-
300.00'
3'13'53"
13 34 00°
28.21'
35 68
56.40'
71.03
56,39'
70.87'
N89'l 1'58"W
S82-24-03"W
C16
302.29'
1113 37
29 71
16.83'
59.23'
33.66'
59.14'
33.65'
N06'27'42"W
S88'53'12"E
C17
11 500.00'
3'51'24"
C18
1745.00'
1515'19"
233.69'
464.61'
463.24'
S7919'51"E
C19
475.00'
058'29"
4.04'
8.08'
8,08'
N13-44'30"E
C20
1000.00'
'.. 3'43'27"
32.51'
65.00'
64.99'
N12'22'01"E
C21
1000.00'
3*13'29"
28.15'
56.28'
56.27'
N12'07'02"E
C22
_._._._._._
C23
900.00'
1435.00'
4'05'43"
40-45'14"
-
32.18'
533.01'
! 64.33'
11020.70'
-----------
64.32'
999.32'
-----------
N15'46'38"E
_-...
N6712'25"W
Lot Curve Table
Curve R
Rmiu.
DeLLa
range t
length Gnar4
I Chord Bearing
C24
---.
C25
-----
C26
C27
C28
660.00'
970 00
--i---
1280,00'
1155.00'
1590 00'
47-36'58"
.......
46 3811
17'31'18"
313 53"
1411'54"
291.21
---
418.11
--------------
197.26
32.58
!I 198.02
548.50'
789.54
-
391.44'
65.14'
394.02'
! 532.85'
--
767.92'
389.91'
65.13'
393.01'
N71'54'11"W
-- ---
N72.15 49"W
N82-03'18"W
N89'11'58"W
N80'29'04"W
C29
1590.00'
!! 0-54-29"
12.60
25.20'
25.20'
S47-56-17"E
C30
192.50'
4'58'31"
!. 8.36
16.72'
16.71'
N43'08'20"W
C31
207.50'
4'58'31"
�!9.01
18.02'
18,01'
N43_08'20'W
C32
---
C33
200.00'
---
185.00'
2432'14°
_ _---
2432'14"
43.49
85.65'
85.00'
N45'28'13"W
..-
40.23
..
!, 79.23'
78.62'
...__.
N45'28'13"W
Centerline
Line Table
one M
Lenin
mre<ran
L1
27.66
N41'54'18"E
L2
74.46
N08'51'27"W
L3
28.57
N48'05'42"W
L4-
67.25
I
% N07'09'12"E
L5
66.16
--
N0004'12"E
L6
L7
14.04
_+
289.92
375'37'03"W
N00'50'53"W
LS
63.13 I,
N14-13.44"E
Lot Line Table
ne d
I .engtn
Daemon
L9
34.79'
S86'00'02"W
L10
37,01'
S10'13'30'E
111
33.77'
S80'56'31"W
L12
33.22'
N48'05'42"W
L13
14.63'
! N51-49'38"W
L14
14.09'
!, N39-52'02"E
L15
14.39'
N51'02'07"W
L16
36 28'
!I S05-15-29"E
L17
34.98'
S85-32'42"W
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28T
14.33'
----
13.99'
1448'
14.08'
13 99'
14.33'
13.95'
{ 13,98'
13.92'
14 46'
14.33'
N26-25'40°W
------------------
N63'26'04"E
N27'24'11"W
S61'22'23"W
S27-47'05"E
i S62-04'39"W
N38'43'22"E
f N49'52'38"W
N45'57'05"E
N50'00'24"W
N4411'17"E
L29
14.38'
S2949'15"E
L30
36.97'
S8912'18"W
L31
34.25'
S01'51'11"E
L32
90.86'
N45'38'24"W
L33
91.22'
N45'38'24"W
L34
363.52'
N40'39'04"W
L35
361.75'
!: N40'39'04"W
L36
421.57'1,
N41'23'11"W
L37
415.87'
!�I N41-23'11"W
L38
50.45'
r
N57'44'20"W
50.45'
N5744'20"W
L40
! 129.75'
N33'12'07"W
L41
! 138,44'
N3312'07"W-
L42
119,26'
S57'4420"E
L43
118.80'
S57'44'20"E
Lot Area Table
Lot n
! Block n
Square Feet
I Aareoge Lot Type
A
10,495
I 0.241 1 B
2
1 A
10,592
0.243 '.. B
3I
4
A
A
1 10,688
''.. 9,198
0.245 % B
0.211 E
5
A
9,116
0.209 E
6 --
A
�_- 9,198
0.211 E
7
A
10,465
0.240 E
8
A
8,587
0,197 E
9
10
A
A
A
7,141
7,141
7,141
0.164 E
! 0.164 E
11
!, 0.164 E
12
! A_
7,141
0164 E
13
A
_
I 7,141
0.164 E
14
15
--
A 1 7,141
A 7,141
0.164
0.164
E
t... E
16
A
A
A
7,141
1--
7,141
0.164
0.164
E
E
17
18
7,845
0.180
E
Lot Area Table
Lot n Block n
Square Feet
Aareoge
! Lot Type
1
2
......-3
B
B
B
6,694
! 6,625._......
I',. 6,840
0.154
0.152
0.157
E
........E
E.
4
B
! 6,801
0.156
E
5
6
7
8
9
B
B
B
B
B
6,761
6,761
6,801
6,840
6,840
0.155
0.155
0.156
!, 0.157
0.157
E
E
E
j E
E
10
B
_i
6,801
0.156
E
11
B
6,761
0.155
E
12
B
6,761
0.155
E
13
B
6,801
0.156
E
14
15
B
B -
! 8,330
8,871
0.191
E
0.204
E
16
B
7,151
0.164
E
E
17
B
7,151
0164
18
B
7,151
{ 0.184
E
19
B
7,151 ! 0164
E
20
B
7,151
0164
- E
21
B
7,151
0,164
--E
22
B
7,151
0.164 1
E
23
24
B
B
1 7,151 _
7,151
- 0.164
0.164
E
E
25
B
7,151
0.164
E
26
B
7,151
0.164
E
27
B
7,151
0.164
E
28
-
B
7,151
0.164
E
29
B
7,209'. 0.166
E-
Lot Area Table
Lot •
51ock n
51doore Feet
Acreage
Let Type
1 G
7,465
0.171
E
2 G
7,266
0.167
E
3 G
7,266
0.167
E
4 G
5 G
7,266
7,266
0.167
E
0.167
E
6 G
7,266
0.167
E
7 G
7,266
0.167
1 E
'......'.
8 G
8,244
0.189
E
9 G
10 G
11 C.
8.088
71261
7,261
0,186
0.167
j 0.167
!! E_---
E
E
12 G
13 G
7,261
7,261
0.167
E
0.167
E
14 G
7,261
0.167
E
15 G
7,261
0.167
E
16 G
-
! 7,261
j 0.167
--E
17 G
7,659
0.176
E
Lot Area Table
Let n ! 51ac< ^
Sgvore Feet
Acreage
Lot Type
i D
8,032
0.184
E
2 D
6,901
0.158
E
3 D
6,901
0.158
E
4 D
6,901
0.158
! E
5 D
6,901
1 0.158
E
--------
6 D
6,901
0.158
E
7 D
6,901
0.158
E
8 D
6,901
0.158
E
-+
9 D
6,901
0.158
E
10 D
6,876
0.158
E
11 D
8,407
0.193
E
Lot Area Table
Lot n
Block ni
5qua e Feet
A<rcege _ot Type
1
E
9,188
! 0.211!
E
-1
2
3
E
E
7,133
7,133
0,164
E
0.164
E
4 E
7,133
0.164
E
5 E
7,133
0.164
E
6 E
7,133
0.164
E
7 ( E
7,137
0.164
E
8 E
9 E
8,959
8,331
0.206
m91
E
� E
10 E
6,774
0.155
E
11 E
1 6,854 0.157
E
12 E
6,840
1 0.157
E
13 E
6,840
0.157
E
14!, E
--' - -_-
{
6,840
---------
0.157
---
E
S E
6,840
0.157
E
16 E
6,843
0.157
E
17 E
8,802
0,202
E
Lot Area Table
Lat •
Bleck n
5gva a Feet
Acreage
Lot T•jpe
1
F
7,834
0.180
E
2
F
6,698
0.154
E
3
F
6,675
! 0.153
E
4
!. F
6,653
0.153
E
5
F
6,678
0.153
E
6
F
6,646
! 0.153
E
7
F
6,698
�0.154
! E
8
F
6,542
0.150 E
--9-
F
6,500
0.149
- E__
I
10
F
6,500
0.149
E
11
F
6,733
0.155
E
12
F
6,586
! 0.151
E
----1
13
F
6,500
0,149
E
14
; F
7,896
0.181
E
15
1 F
7,916
0.182I
E
16
F
7,155
0164
E
17
F
! 7,158
0.164
E
F
7,576
0.174
E
F
7,222
0.166
E
r21
F
7,189
0.165
E
F 7,215
0.166---
„-------
1 F 6,661
1
--_
0.153
------E,.--_ _
E
23
----- -----
F fi,661
F 6,661
0.153
! 0.153
- -
E
E
24
25
F 6,661
0.153
E
26
F 6,682
0.153I_
E
27
F 6,661
0.153
E
-
0.183
_
E
28
F 7,976
Open Space Area Table
Lot a
Block n
Acree
1
X
8.662
2
!I X
3
---
X
--0.137_-
0.135
- 4
'. X
0,135
5
X
li 0.068
D20-0052
FINAL PLAT
WINDS®NG RANCH PHASE 6B
38.411 GROSS ACRES, 29.357 ACRES NET
OUT OF TIDE
L. NETHERLY SURVEY ABST. 962
T. BUTTON SURVEY ABET. 88
J. TEETER SURVEY ABET. 1262
TOWN OF PROSPER
DENTON COUNTY, TEXAS
OWNER/APPLICANT
VP WINDSONG OPERATIONS, LLC
2242 Good Hope Road
Prosper, Texas 75078
Telephone (469) 532-0681
Contact: David Blom
ENGINEER/SURVEYOR
Spiars Engineering, Inc.
765 Custer Road, Suite 100
Plano, TX 75075
Telephone:(972) 422-0077
TBPE No. F-2121 / TBPLS No.
F-10043100
Contact: Matt Dorsett
Scale: N/A March 15, 2021 SEI Job No. 19-244
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS VP Windsong Operations LLC is the owner of a tract of land
situated in the J. Teeter Survey, Abstract No. 1262, the L. Netherly Survey,
Abstract No. 962, and the T. Button Survey, Abstract No. 88, Town of
Prosper, Denton County, Texas, being part of a tract conveyed by deed
recorded in Document No. 2018-84666 of the Official Public Records, Denton
County, Texas (OPRDCT), being all of Tracts 1, 2, and 3, conveyed by deed
recorded in Document No. 2020-104234 OPRDCT, and all of a tract conveyed
by deed recorded in Document No. 2021-35935 OPRDCT, with the subject
tract being more particularly described as follows:
BEGINNING at a point from which a 1/2" iron rod with plastic cap found for
the upper east corner of Lot 2, Block X, Windsong Ranch Phase 5C, recorded
In Document No. 2020-294, Plat Records, Denton County, Texas (PRDCT),
bears S 48'05'42" E, 510.74 feet;
THENCE into and through said VP Windsong Operations tracts, the following:
N 48'05'42" W, 205.83 feet;
A tangent curve to the left having a central angle of 4836'07", a radius of
470.00 feet, a chord of N 72'23'46" W - 386.84 feet, an arc length of
398,68 feet;
A compound curve to the left having a central angle of 08'14'29", a radius
of 270,00 feet, a chord of S 79'10'56" W - 38.80 feet, an arc length of
38.84 feet;
N 14'56'18" W, 60,00 feet;
N 3332'10" E, 14.77 feet;
N 08'51'27" W, 35.41 feet;
A tangent curve to the right having a central angle of 07'48'25', a radius
of 1025.00 feet, a chord of N 04'57'14" W - 139.55 feet, an arc length of
139.66 feet;
A reverse curve
having a central angle of 03'54'57", a radius of 975.00 feet,
a chord of N 03'00'31"
W - 66.62 feet, an arc length of 66.64 feet;
N 52'41'39"
W,
13.53 feet;
N 06'40'37"
W,
50,11 feet;
N 36'32'30"
E,
14.48 feet;
N 07'1"
W,
240.16 feet;
N 53-03'14"
W,
13.89 feet;
N 06'41'04"
W,
50.05 feet;
N 3817'36"
E,
14.68 feet;
A non -tangent curve to the right having a central angle of 11'05'47", a
radius of 525.00 feet, a chord of N 01'36'18" E - 101.52 feet, an arc
length of 101.68 feet;
N 0T09'12" E, 67.25 feet;
A tangent curve to the left having a central angle of 07'05'01", a radius of
475.00 feet, a chord of N 03'36'42" E - 58.69 feet, an arc length of 58.72
feet;
N 00-04'12" E, 30.89 feet;
N 45'22'22" W, 14.03 feet;
S 89'11'05" W, 61.55 feet;
A non -tangent curve to the left having a central angle of 1334'01", a
radius of 425.00 feet, a chord of S 82'24'03" W - 100,40 feet, an arc
length of 100.63 feet;
S 75'37'03" W, 16.93 feet to a point from which a 1/2" iron rod with plastic
cap found for a northwest corner of said VP Windsong Operations tracts
bears N 89'51'06" W, 1006.78 feet;
N 14'22'19" W, 60.00 feet;
N 34-46'25" E, 15.13 feet;
A non -tangent curve to the right having a central angle of 04'21'37", a
radius of 332.29 feet, a chord of N 03'01'41" W - 25.28 feet, an arc length
of 25.29 feet;
N 00'50'53" W. 289.94 feet;
N 89'11'05" E, 60.17 feet;
S 45'48 55' E, 14.14 feet;
N 89'11'05" E, 185.26 feet;
A tangent curve to the right having a central angle of 03'51'24", a radius of
525.00 feet, a chord of S B6'S3'12" E - 35.33 feet, an arc length of 35.34
feet;
S 86'57'30" E, 154.18 feet;
A tangent curve to the right having a central angle of 12'52'20", a radius of
1770.00 feet, a chord of S 80'31'20" E - 396.82 feet, an arc length of
397.65 feel;
N 59'54'06" E, 1584 feet;
S 72'58'15" E, 50.11 feet;
S 28'58'43" E, 14.63 feet;
A non -tangent curve to the right having a central angle of 00'26'52", a
radius of 456.30 feet, a chord of S 7139'23" E - 3.57 feet, an arc length
of 3.57 feet;
S 18'17'48" W, 50.04 feet;
S 61'19'54" W, 13.61 feet;
A non -tangent curve to the left having a central angle of 03'43'03", a
radius of 975.00 feet, a chord of S 12'21'49" W - 63.25 feet, an arc length
of 63.26 feet;
A reverse curve having a central angle of 03'12'39", a radius
of 1025.00
feet, a chord of S 12'06'37" W - 57.43 feet, an arc length of 57.44
feet;
A non -tangent curve to the right having a central angle of
24'05'43", a
radius of 1590.00 feet, a chord of S 59'31'54" E - 663.74
feet, an arc
length of 668.66 feet;
S 40'45'07" E, 469.51 feet;
S 27'48'26" W, 71.88 feet;
S 14'18'36" W, 63.07 feet;
S 42'36'11" W, 146.80 feet;
S 73'09'09" W, 55.41 feet;
N 86'50'54" W, 146.40 feet;
S 27'21'30" W, 139.33 feet;
S 06-13'24" E, 82.29 feet;
S 67'43'51" W, 90.65 feet;
N 65'41'30" W, 44.48 feet;
S 86'53'38" W, 79.58 feet;
S 09'08'41" E, 32.89 feet;
S 34'03'53" W, 92.47 feet;
S 13-43'25" W, 153.26 feet;
N 48'05'42" W, 247.39 feet;
And S 42'00'26" W, 60.00 feet to the POINT OF BEGINNING with
the subject
tract containing 1,673,193 square feet or 38.411 acres of land.
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT we, VP Windsong Operations LLC, acting herein by and through its duly authorized officers, does hereby certify and
adopt this plat designating the herein above described property as WINDSONG RANCH PHASE 66 on 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 herein 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.
3. The easements and public use areas, as shown, are dedicated for the public use forever for the purposes indicated on
this plot.
4. 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
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 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 parts of any buildings,
fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the
construction, maintenance, or efficiency of their respective systems in the easements.
8. The Town of Prosper and public utilities shall 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.
This plat approved subject to all platting ordinances, rules, regulation`s_ a,nd_ resolutions of the Town of Prosper, Texas.
Witness our hands at Denton County, Texas, this no�ny of 2021.
VP Windsong Operations LLC
A Delaware Limited Liability Company
By.
David R. Blom, Vice President
STATE OF TEXAS §
COUNTY OF DENTON §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared DAVID R. BLOM,
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 some for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF 'J-
�OFFICE this the t tany of I�CfC.� 2021.
MELISSA BRYSON
Notary Public. state of Texas
Notary Public, State of Texa '- i'AyQ;:o °Comm. Expires oo-oszozs
Notary ID 132163031
SURVEYOR'S CERTIFICATE
That I, Darren K. Brown, 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 11__ day of 4f4jW4 2021.
DARREN K. BROWN
DARREN K. BROWN, R.P.L.S. NO. 5252--------------r-
5252 a JZ7
9x`.�FEs sto !{V darrenbrown®
apiarsenghtfong.corn
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 Darren K.
Brown, 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 some for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the I-ot!"day of . 2021.
fUl RtMA
Notary,o x 1290.8500
Commission Expires
Notary Public, State of Texas My
reoruary 1,2023
CERTIFICATE OF APPROVAL '1.t
Approved this ? day of JU�e 20aXby the Planning & Zoning Commission of the Town of Prosper,
Texas.
\5xx,111 plrrii.
Town Secretary Ur.. 1`'O3, a,
Engi ee ng Department
l
'•. TEEXX '.•
AS,
xww yxll11111t`
Planning Department
DRAINAGE AND FLOODWAY EASEMENT
This plot 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 Lot 1, 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 on 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 investigate, 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 on 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 plot.
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 that the landscape easement and restrictions herein set forth shall run with the land
and be binding on the owner(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 require 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 may
be hereafter amended. This provision may be enforced by specific performance or by any other remedy allowed by law. This
Landscape Easement sholl be void of utilities and other elements unless otherwise approved on the plat.
LIEN HOLDER:
TEXAS CAPITAL BANK,
NATIONAL ASSOCIATION
By. C �d
Debi England, Sr. Vic resident
STATE OF TEXAS §
COUNTY OF HARRIS §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Debi England,
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 some for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the &A -day of 14dAc-x 2021
/a f ��/`-�`'//- " PAMELA E. VEASEY
Votary Public, State of Texosd V .< Notary Punic state of Texas
Comm. Exp,res 02-10-2023
Notary
10710182
D20-0052
FINAL PLAT
WINDSONG RANCH PHASE 6B
38,411 GROSS ACRES, 29.357 ACRES NET
OUT OF THE
L. NETHERLY SURVEY ABET. 962
T. BUTTON SURVEY ABST• 88
J. TEETER SURVEY ABET. 1262
TOWN OF PROSPER
DENTON COUNTY, TEXAS Filed
OWNER/APPLICANT
VP WINDSONG OPERATIONS, LLC
2242 Good Hope Road
Prosper, Texas 75078
Telephone(469) 532-0681
Contact: David Blom
ENGINEER/SURVEYOR
Spiars Engineering, Inc.
765 Custer Road, Suite 100
Plano, TX 75075
Telephone:(972) 422-0077
TBPE No. F-2121 / TBPLS No.
F-10043100
Contact: Matt Dorsett
Scale: N/A March 15, 2021 SEI Job No. 19-244