SB0102AI
15 (
KINGLET COURT
9 14 I I /
I
15
I
8 6
--1 Z
- ` v71
VP Windsong Invel3tmerlto LLC � �r_-- - - - - 2 � r 7 16mmi
/ Doc. No. 2021-74160 OPRDCT 17 -
18 � 17
� I
z° a I 1 2 3 4 5 6 7 8 9 6
z WIND50NG RANCH PHASE 10 19 9 10
Doc. No. 2022-450 PRDCT i 8 18
/ Q I d /2• Cff �l. N aGl °I'1 �27�' E ' 5a3.1 /2' CIRF �a 20
Z 5
> 5 WME52.42 "52.42` 52.42' 52.42-52.42`5E52.42 67.88 Q
/ �-}• 54.21 52.42' -5242`-"52.42'-�
/ K > 5' ExistPrescriptive U.E. C11
St 5' U.E 21 �O P 6 , 19
. � 3 � 3 S
ROW to Remain N Ih N M cMN
(Good Hope Rd) M20o1918017�1615M.014o 13g 12M11M 10 `\\ GP 5 11 4
_ K ._ - 30_' BL z 25' BL z ^ Z 30' BL z - Z25' BL z ^ 25_BL z ^ 12
I m - 20 BL 20' BL 12 70' ` � ! 4 13
8
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6.27'
=52.42'=
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=56.16---50.00==5O.00= 50.00'•--Z0.00`-
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=32.65' =47.2
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VOL 89, Pg. 555 DRDCT
50'
i _ _ 5' S.U.E.
11 -,- -
r30 BL 25 BL 30 BL
-
25 BL
_ - - - -
- 5' U.E 20' BL
25 BL 25 BL
- - - ,' 16
15.7t' 20 BL \ \ 1
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Doc. No.2022-194PRDCT
2�^ 1
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TRACT 1
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> 10' Utility
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2022-155096 DRDCT -
o
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/ 7 U}Bity Esmt
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CM
> _ •�" .' /'
Flood Stud b
Dated tember 30, zo2z y Y
Cardinal Strategies,Sep
,`-,
1 t 66.16' 50.00' 50.00' 50.00'
50.00'
8991'27"
50.00' 50,00' 50.00' 50.00' 51.16'
5.32' N83'O1'49"E� ` 18
51.63' 10206 `
and To Be t/Y CIRF �3�-21 ...
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50.00'
50.00' 50.00' 50.OD' 50.00' S0.00'
49.81'
48.93 58.45 ��
a '
(BTP) 5' U.E. 174.01'
6
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0• 1/2'
crRF
Evlst 25'x50' SU.E W H
To Be Abandoned Oo
'♦ ♦ .' ,'
W N ♦♦
\
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2S
(B�)
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J �/
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1
sl 0 8M on Nu a,�
N 13 Mp"p'14M-pppp15^�16 170"ppp'18�19��20��21g�22��23�024� ` ,.90nti N 10� I�
^ <. 4• .M- ^ v M d- ,%� ,7 Ih �. ,� M d, M N N 25 \\ r'�-� N 83'21'30 E » 1070.76' `/2 crRF .. 23 , / / ,�' ♦ ` �♦
z z ^ z ^ z s i B�Rue eSurve Abstract No. the . Z
III z z p 11 a; P I ` ^-- $ 4534'35' E 23267'
25 BL 30 BL - - _ 30 BL a Y O 5 I I 5' S.U.E� For the southeast comer of the
5L6 1 I L20 8L _ 25 BL 20 BL 25 BL 25 BL - - 17.39_ 26 BL 12.92' north
and the intersection of the '1� 'S�9 6.66' ti r 12 $ , ° - -� I I t i _ 25'_ y
I lL - _ - 5' SU.E. 5' U.E - - - BL14 north line of the L Nethedy �' A 12 7d I8L .3 B. Rue Sucre Abstract No. 1113
5. RUE 5URVEYA55T. NO. 1113 59.15`= �0.00'==50.00` -50.00'= �0.00`-=50.00`-_- 0.00'= _�•94.83=" Sucre Abstract No. 962 r J% O . 0.14'
_ Y ¢ 2 ry Lot 1 and the intersection of the north
hU 00- 50.00'--50.00_ �1.03'==42.02" _ �/ �� s;;, o •r __gfl.93•- h l =104. Ao ir4 line of the L Nethed Survey
�= r BL16 \ /16� O �r rn. 5' U.E ♦ v >r 50;,
\T _ ` 81ock X I I Y Y
L. NETHERLY SURVEY A55T. NO. 962 _ _ _ _ $ - - C17 ' � BL17 2 �NI-20 F 2 r 13 a', :%�3.04 °^�° �� t Abstrac No. 962
_ _ BERYLINE LANE N691125'E 261.98 18544 I 8 ` �♦
366.25 rn 246.31' zn Exst.25'b0 ed(Bon) �7 , O .� A. ROBERTS SURVEYABST. N0.1115 25
35.50' -� � - - e su.E
Be Aaandan -45A \ POINT OF 16 0. -yd r _ 8
. �3.82= \ \ y r 1 ¢N6'j �� o o/ C10 --.95'==98.8g'_`_- 25' Utility ' ' ' L. NETHERLY SURVEY AA S . NO. 962
5 aq 1125 W 366.26 50.00= =56.38 ==56.38' �8.53-=53.82- \ BEGINNING 1 2• cmF `�,. $ � y Esmt r I -
9' ,,. _ 5.ti r �\ / k15 •3. "$. 5' S.U.E. 011 !9g.45 - _ 7 To Be Abandoned I \
BL4 BL3 I - - -, BL �49 20' BL 25 8 s \ TRACT 2 5 moo, / `'v 25' BL
5' S.U.E. W 30' BL W .W S.U.E. L5' UE v w \'o� �r ti� r 15 / . !� 3 30'8L- �}�
5' U.E. ! 1 r C4 1/2 ciRF 21.88 oS o �16p0 / 1� �� 15' Drainoge Esmt.
I I I iv io w m� c^a• :n w w 'n' is 1. , . i ,,.�i 1 m rn l J � 1 � f
o v 3 2 g \ \ rj;l9 r $'. 0\'/ ii �v �i / 5' S.U.E o
m 17 6 5 0 4 M N rA 5' U.E. p»1.� $ y�o 16 �5i %- e.v� 1 Q y 0� f 3 M T
SU.E ' ,'•� cj, 6�' �j( 'i i 1. a ` > "" ^
1 I I7n O 5' U.E.
I^ \ o. �i�. .ate vrn I
7.72 4 h \ `r\ s 17 l` 10 .- . �. �,�� 4
1160.06' 56.43' 5 A3' 57.96' 67.38' 60 1 s, \m OE 16� .':� j 5' U.E. ? ?o. L `rt 74.9S 57.78' L3 ¢
5 ab °3q'32" W 305.gq' BLI E*L Street r � ?e 5 , SO�i . NSg ' �9a°3 ybA' ro, Lot 2, + ,% 2
5 , 5 O 72.38 Y' 98.23' Block X /
BGI Esmt. To Be \\u; ` ` / 0 9'� / ��a p g\ o r�T `^ 1� 108.5 1 2°' Sanitary �V i
N=7140698.306 (sTP) `� ♦`�:.'a L o, 1� 0� so
Sewer Lsmt. 23
E=2467551.854 i �i C6 6 0 921 ? i ROW 1 i BY Sep. Doc. 10479 i 22
i 'j / / i'i�)`Qg SB96' fS' 16�1 1� o ' 12 0 v 13 1 3ry 30' A Lot 4, I
VP WIMdC201`10 Opet"atioi15, LLC Exist 10' Utaity I. 5G3 i I r ' ^ / '' / SS> 1 Block X j i 21
Doc. No. 2022-63115 OPRDCT To Be Abandoned (Bon) i 50 ` �( 7 * es`3e- ti"' tiff 11 "°- 3p gL� - _25' BL_ v 1 ! ' 14
BLI'1 i i ;�, S� ♦� \ e .4 Sg. F h`O' 1�* �>r r� �0 I 15' Drainage Esmt. J
5' U.E29.20---71.38==
��;`16.81 I4 20
BL15 ,t, \ �^c R�. �y� 15i S87'45'40'W m `C7. iI 15' Sanitary Sewer Esmt, zJ 15
5L14 s 5' SUE Q�N��,--N wc¢
� `�• S �� .� • f 126.38
I i h S,\ 5' S.U.E. ^�
15>�� ��\?O", , cE 0��,6� �¢' 066 71,38 lei t \ 'hlyl' y�
Boundary Line Table: Tract 1� ryry 16
Line >< Length i BL13 �B 5? �� `� * �� � 1a19ti o�♦\ �6`T ♦♦
g Direction Boundary Line Table: Tract 2 \ry ? ° `Ro ,.>,203 9
BLI
79.15'
S
18'22'17"
W
BL2
70.80'
S
52'55'25"
W
BL3
128.85'
S 01'53'55" W
BL4
200.32'
S 10*54'01" W
BL5
191.60'
S 65'59'58" W '
BL6
78.75'
N 74'06'06" W
BL7
80.83'
S 59'34'07" W
BL8
115.30'
N 47'06'54" W
BL9
85.00'
N 40'49'41" W
BL10
115.43'
N 48'08'57" W
BL11
151.92'
N 5734'38" W
BL12
130.50'
N 32'25'22" E
BL13
2.11'
N 57'34'38" W
BL14
13.50'
N 80'20'19" W
81_15
4.56'
S 59'38'50" W
BL16
%00'
N 30'21'10" W
BL17
14.30'
N 1518'03" E
BL18
125.13'
N 27'27'43" W
BL19
50.22'
N 67'57'05" E
BL20
50.07'
S 82'42'32" W
BL21 1
174 01'
N 82'38'55" E
Boundary Curve Table:
Tract 1
Curve #
Length
Radiv5
Chord
Chord Beoring
Delta
8C1
336.43'
2044.50'
336.05'
N
52'51'47"
W
9'25'41"
BC2
97.86'
325.00'
97.49'
N
48'57'03"
W
17'15'09"
BC3
3.99'
325.00'
3.99'
N
27'48'51"
W
0'4215"
BC4
107.17'
673.80'
107.06'
N
60'33'27"
E
9'06'46"
BC5
291.17'
674.17'
288.91'
N
73'06'26"
E
24'44'45"
BC6
42.60'
655.00'
42.59'
S
37-25'33"
E
3'43'34"
10' Utility Esmt. Doc. i i �`� ho ° BY .\ \��tis �`� ;� ?�p� tit' `♦ ♦\ i i ♦\ �r' 17
No. 2021-227278 `�s
L8
1 I s 7
WWDSON0 RANCH PHASE 6A
��'y� 5 \ .`\ Lot 3,
e > 0.64' ryF` >y .` Block X 4 lS� Doc. No. 2022-115 PRDCT
<// s 6 y" � s�9s13
lu I
S 5' S.U.E. \�9 `'9o�j s ; M' tad i A 12 14 1.
N
W* * E
S
0 50 100 200
1 inch = 100 ft.
LEGEND
(Not all items may be applicable)
IR$
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 MAfNTENANCE EASEMENT
HE
HOA EASEMENT
AE
ACCESS EASEMENT
(BTP)
BYTHISPLAT -
R.O.W.
RIGHT-OF-WAY
BL
BUILDING LINE
HOA
HOME OWNERS ASSOCIATION
STREET NAME CHANGE
®
BLOCK DESIGNATION
®
1O'x1O' TRANSFORMER EASEMENT
®
CLUSTER MAILBOX LOCATION - Per Revised SLIP
LOT FRONT
�K
KEY LOT
NO DRIVE ACCESS
DRDCT
DEED RECORDS, DEN 1 N COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON COUNTY, TEXAS
OPRDCT
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
Ell PHASE 6E
9
eu,E s u.EIF
`� 73 LOTS DEVELOPED TO PD-40 S ANDARDS
4 > h
O20
w' .� \\996 ;tih 29.238 ACRES (2.50 UNITS/ACRE)
s`
,^0 ° > i ' Sanitary sewer Esmt. N AVERAGE LOT SIZE = 9,116.57 SF
>ss�" 3 i see By Sep. Doc. 104795 N
10 5 OPEN SPACE LOTS
30
o� .� ��>S� �T SOS• \`♦ 9.98' R 6D
S 5� 2 �j L12 °" 12
Past -Project
_ s yip"? `�Y� �? 1.1 es / 10o-Year Fully 9 10 Lot 5 Lil rm I'1''l a ry Ie'i 5B 6 E
_ _ _ _ - - , •o"'o' 15.�tT Developed Floodplain
Per WindsongRanch _ _ Type A (Min. 8,000 SF) 0
' I \`'- � 1 I w % ' Doe Branch ributary
- `�" a s u.E� � 6.1 and 6.1.1 Flood ! ---� Type B (Min. 9 000 SF
Study by Cardinal ' ) 15
15 Sanitary Sewer Esmt. Strate Strategies, Dated K r
.�� I t� September 30, 2022 /Aa Type C (Min. 10,500 SF) 10
\ \�r /-1s' Drainage Esmt IC15' BE Type D (Min. 12,500 SF) 5
Rear P ert Line 2500' �� Type E (Min. 6,000 SF) 43
1
_L 25'RearBl (Tw.) I /`9 Type F (Min. 20,000 SF) 0
1 1(20' w/30' Front BQ I 1- / � Lot 5 Block X ^� y J TOtCtI
r-8 Side
022-0019 73
setbo I I o I I o o de u2` B`6 FINAL PLAT
9side .I I
S�adc i S'swe-7 �f` i 'poet -Project t] v I� yD /�/\�^��}�'��ujg''
,i i t0a-Yew Fhdy \�\`\71t ® G � A N �1 T T A
2D'. 25' dt 30' Front I- i �ow Fl�Iain i� E E
�v
---� I-- 5'U.E / �� '� TRACT 1
i
Line #
Length
Direction
BL1
45,13'
S 67'05'57" W
BL2
131.80'
N 00'50'42" W
BL3
BL4
50.00'
14,15'
S 8911'27" W
N 45'49'59" W
61_5
42.07'
N 00'48'35" W
BL6
39.22'
S 89'48'08" E
BL7
58.47'
S 14'45'14" E
BL8
12.70'
S 28'41'56" W
81_9
50.00'
S 09'56'36" E
BL10
12.12'
N 79'14'23" E
BL11
15.50'
S 63'03'06" E
BL12
152.79'
S 23*51'12" E
BL13
BL14
35.41'
12.92'
S 27'27'43" E
S 2218'32" W
BL15
50.03'
S 15*10'31" E
BL16
10.78'
N 72'18'01" E
BL17
15.17'
S 68'08'52" E
BL18
120.81'
S 27'27'43" E
Boundary Curve Table: Tract 2
Curve #
Length
Rad')s Chord
Chord Bearing
Delta
BC1
102.41'
300.00' 101.92'
S 76'52'45" W
19'33'35"
BC2
60.43'
525.00' 60.39'
S 18'03'04" E
6'35'40"
BC3
64.55'
1025.00' 64.54' ;
S 25'39'28" E
3'36'29"
Front Property Line 20.267 GROSS ACRES, 4.200 ACRES R.O.W.
51AfDAM LOT 1XT'AIL FOR
Rear Property Line
25' Rear BL (bE)
(20' w/W Front BL) I
1
s sae
sedboalt
J I
J I
l c I
I J I
l o
I J
5• Side
setbock�
5ety-7
20% 25' @ 9 Fr�ontt8
�-
Front Property Line
NOTES:
1. 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.
2. O All corners are 112 inch iron rods with plastic caps stamped "SPIARSENG" unless otherwise noted.
3. All development will comply with Town of Prosper PO-40 Requirements.
4. Open space areas, Lots 1-5, Block X, to be owned and maintained by the H.O.A.
5. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance Section 9.3.F.
6. Lots 1-5, Block X to be used for sidewalks, trails, and landscaping. Easements for these uses are
granted by this plat. Lot 4, Block X to be Drainage and Floodway Easement.
7. No transformers or utility pedestals shall be allowed in the sidewalk and utility easement or landscape easements.
8. This property is subject to the Windsong Ranch license agreement between VP Windsong Operations LLC
(governing the installation & maintenance of street trees) and the Town of Prosper.
9. This plat is subject to the additional residential zoning standards outlined in ordinance 15.55
10. All landscape easements must be exclusive of any other type of easement, with the exception of perpendicular
crossings, unless otherwise approved by Town Council
11. Flood plain reclamation subject to engineering approval of flood study, wetland delineation study, habitat study,
and vegetative study at time of Final Plat submittal.
12, Finished floor elevation shall be at least 2' above the 100-year floodplain.
13, 5.970 acres of right-of-way being dedicated by this plat in fee simple.
14. All fences adjacent to open space shall be ornamental metal.
15. The purpose of this plat is to subdivide the subject tract for residential development.
16.067 ACRES NET
TRACT 2
8.971 GROSS ACRES,1.770 ACRES R.O.W.
7.201 ACRES NET
OUT OF THE P. RUE SURVEY AEST. 1113,
A ROBERTS SURVEY AEST.1115,
L. NETHER]LY SURVEY ABST. 962
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
Scale: 1"=100, June 5, 2023 SEI Job No. 22-007
Sheet 1 of 3
TRACT 1: OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
BEING a tract of land situated in the B. Rue Survey, Abstract No. 1113, the A. Roberts Survey, Abstract No.
1115, and the L. Netherly Survey, Abstract No. 962, Town of Prosper, Denton County, Texas, being a tract
conveyed to VP Windsong Operations, LLC, recorded in Document No. 2022-63115 of the Official Public Records,
Denton County, Texas (OPRDCT), with the subject tract being more particularly described as follows:
BEGINNING at a 1/2" iron rod with plastic cap found at the southwest corner of Lot 22, Block H, Windsong
Ranch Phase 8, an addition to the Town of Prosper according to document number 2022-194 PRDCT, from
which the southeast corner of the B. Rue Survey Abstract No. 1113 and the intersection of the north line of
the L. Netherly Survey Abstract No. 962, bears S 45'34'35 E, a distance of 232.67' feet;
THENCE S 55'54'03" E, a distance of 380.85 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG"
set;
THENCE along a creek the following courses and distances:
S 18*22'17" W, 79.15 feet, to a point for corner;
S52'55'25" W, 70.80 feet, to a point for corner;
S 01'53'55" W, 128.85 feet, to a point for corner;
S 35'45'01" W, 225.57 feet, to a point for corner;
S 23'54'39" E, 219.25 feet, to a point for corner;
S 10'54'01" W, 200.32 feet, to a point for corner;
S 65'59'58" W, 191.60 feet, to a point for corner;
N 74'06'06" W. 78.75 feet, to a point for corner;
S 59'34'07" W, 80.83 feet, to a point for corner;
N 47'06'54" W, 115.30 feet, to a point for corner;
THENCE N 40'49'41" W, 85.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE N 48'08'57" W, 115.43 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE, along a tangent curve to the right having a central angle of 09'25'41", a radius of 2044.50 feet„ a
chord of N 52'51'47" W - 336.05 feet, an arc length of 336.43 feet to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set;;
THENCE N 57'34'38" W, 151.92 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG set;
THENCE N 32'25'22" E, 130.50 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
THENCE N 57'34'38" W, 2.11 feet;
THENCE, along a tangent curve to the right having a central angle of 17'15'09", a radius of 325.00 feet, a
chord of N 48'57'03 W 97.49 feet, an arc length of 97.86 feet;
THENCE N 80'20'19 W, 13.50 feet, to a point for corner,
THENCE S 59'38'50" W, 4.56 feet, to a point for corner;
THENCE N 30'21'10" W, 50.00 feet, to a point for corner,
THENCE N 15'18'03" E, 14.30 feet, to a point for corner;
THENCE, along a non -tangent curve to the right having a central angle of 00'42'15", a radius of 325.00 feet, a
chord of N 27'48'51" W - 3.99 feet, an arc length of 3.99 feet,;
THENCE N 27'27'43" W, 125.13 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set in the
west line of Verdin Street;
THENCE along the south line of said Windsong Ranch Phase 8, the following;
N 67'57'05" E, 50.22 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
Along a non -tangent curve to the right having a central angle of 09'06'46", a radius of 673.80 feet, a chord
of N 60'33'27" E - 107.06 feet, an arc length of 107.17 feet;
N 59'38'50" E, 270.07 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
Along a non -tangent curve to the right having a central angle of 2444'44", a radius of 674.17 feet, a chord
of N 73'06'26" E - 288.91 feet, on arc length of 291.17 feet to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" found;
N 82'42'33" E, 50.07 feet, to a 1/2 iron rod with a plastic cap stamped "SPIARSENG" found;
N 8238'55" E, 174.01 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found;
Along a non -tangent curve to the right having a central angle of 03'43'34", a radius of 655.00 feet, a chord
of S 37'25'33" E - 42.59 feet, an arc length of 42.60 feet, to the POINT OF BEGINNING with the subject tract
containing 882,836 square feet or 20.267 acres of land.
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
Lot 4, 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 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 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.
TRACT 2: OWNER'S CERTIFICATE
SURVEYOR'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
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 on actual
and accurate survey of the land and that the
BEING a tract of land situated in the B. Rue Survey, Abstract No. 1113 and the L. Netherly Survey, Abstract No.
corner monuments shown thereon were properly
placed under my personal supervision, in accordance
962, Town of Prosper, Denton County, Texas, being a tract conveyed to VP Windsong Operations, LLC, recorded
with the Subdivision Regulations of the Town of
Prosper, Texas.
in Document No. 2022-63115 of the Official Public Records, Denton County, Texas (OPRDCT), with the subject
Dated this the IA-1 day of SU N
2023. 0 F
tract being more particularly described as follows:
�P % s T
N
BEGINNING at a 1/2" iron rod with plastic cap set along the west right-of-way of Verdin Street, from which
the southeast corner of the B. Rue Survey Abstract No. 1113 and the intersection of the north line of the L
DARREN K. BROWN
Netherly Survey Abstract No. 962 bears N 83'21'30" E, a distance of 1070.76' feet;
, 5252 aP
°FFss�o O
darren.brown®
�� �
THENCE S 6T05 57 W, 45.13 feet, to a 1/2 " iron rod with a plastic cap stamped SPIARSENG" set;
DARREN K. BROWN, RPLS No. 5252
suR`J spiarsengineedng.com
THENCE, along a tangent curve to the right having a central angle of 19'33'35", a radius of 300.00 feet, a
chord of S 76'52'45" W - 101.92 feet, an arc length of 102.41 feet to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set;
STATE OF TEXAS §
COUNTY OF COLLIN §
THENCE the following courses and distances:
BEFORE ME, the undersigned, a Notary Public in
and for The State of Texas, on this day personally
S 86'39'32" W, 305.99 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
appeared Darren K. Brown, known to me to be
the person and officer whose name is subscribed to
N 00'50'42" W, 131.80 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
the foregoing instrument, and acknowledged to
me that he executed the same for the purposes
S 89'11'27" W, 50.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
and considerations therein expressed and in the
capacity therein stated.
N 45'49'59" W, 14.15 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _L4__ day of Tune; .2023.
S 89-11'25" W,'366.26 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
N 00-48-35" W, 42.07 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
S 89'48'08" E, 39.22 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
„ _, "SPIARSENG"
N 01 4700 W, 450.92 feet, to a 1/2 iron rod with a plastic cap stamped SPIARSENG found on the south
Faith Nicole Sourber
x+ MyCommissio Expires
Notary Public, State of Texas
line of Windsong Ranch Phase 10, an addition to the Town of Prosper according to document number 2022-450
02
PRDCT;
,8/11
THENCE N 89'11'27" E, 593.90 feet, along the south line thereof to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" found on the west line of Verdin Street;
The along the west line of Verdin Street, the following;
S 14'45'14" E, 58.47 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
LIEN HOLDER:
Along a tangent curve to the right having a central angle of 06'35'40", a radius of 525.00 feet, a chord of S
18'03'04" E - 60.39 feet„ an arc length of 60.43 feet;
TEXAS CAPITAL BANK, a Texas state bank formerly known as Texas Capital Bank, N.A.
S 28'41'56" W, 12.70 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
S 09'56'36" E, 50.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
N 79*14'23" E, 12.12 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
By.
S 63'03'06" E, 15.50 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
J2�
S 23*51'12" E, 152.79 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
Along a tangent curve to the right having a central angle of 03'36'29", a radius of 1025.00 feet, a chord of S
25'39'28" E - 64.54 feet, an arc length of 64.55 feet;
STATE OF TEXAS §
S 27'27'43" E, 35.41 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
COUNTY OF DALLAS §
S 22'18'32" W, 12.92 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
S 15'10'31" E, 50.03 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
N 72'18'01" E, 10.78 feet, to a 1/2" iron rod with a plastic cap stamped set;
BEFORE ME, the undersigned, a Notary Public in
and. for The State of Texas, on this day
personally appeared �aSo.,i.�;L�.aN.t known
to me to be the person and officer whose
"SPIARSENG"
S 68'08 52 E, 15.17 feet, to a 1/2" iron rod with a plastic cap stamped SPIARSENG set;
name is subscribed to the foregoing instrument, and acknowledged to me that he executed the
S 27'27'43" E, 120.81 feet, to the POINT OF BEGINNING with the subject tract containing 390,789 square feet
some for the purposes and considerations therein expressed and in the capacity therein stated.
or 8.971 acres of land.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the
I day of "7Ttwne 2023
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That We, VP Windsong Operations LLC, do hereby adopt this Final Plat designating the herein above
described property as WINDSONG RANCH PHASE 6E, an Addition to the Town of Prosper, and do
hereby dedicate to the public use forever the streets and alleys shown thereon and do hereby
reserve the easement strips shown on this plat for the mutual use and accommodation of garbage
collection agencies and all public utilities desiring to use or using some. Any public utility shall have
the right to remove and keep removed all or part of any buildings, fences, trees, shrubs, or other
improvements or growths which in any way endanger or interfere with the construction, maintenance
or efficiency of its respective systems on any of these easement strips and any public utility shall
at all times have the right of ingress and egress to and from and upon the said easement strip
for the purpose of constructing, reconstructing, inspecting, and patrolling, without the necessity at
any time of procuring the permission of anyone. This plat approved subject to all platting
ordinances, rules, regulations and resolutions of the Town of Prosper, Texas.
Witness our hands this the lA4 Vday of 2023.
VP Windsong Operations LLC
A Delaware Limited Liability Company
By- /. lk
David R. Blom, Vice President
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 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 same for the purposes
and considerations therein expressed and in the capacity therein stated. I
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the !-1= day of V %lM 2 2023.
Amaris Lozano
My Commisslon Expires
Notary Public, State o xas Ee*..
s�t2r2o2s
Notary 10133955.190
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 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 shall be void of
utilities and other elements unless otherwise approved on the plat.
Notary Public, State of Texas
AUDREYMILLER
S. Notary Public, State of Texas
°a5. �c Comm. Expires 02-26-2028
Notary ID 131465528
CERTIFICATE OF APPROVAL
Approved this -5- day of Apr, I a vat,
the Town of Prosper, Texas.
wo
S 0aw
Town Secretary
,no42
Enginee(ig Department
��A
Planning Department
OV PRO
1� 411V
?'EX iSo
Mweloolu"i owl a 91111 IF&WISMS00 wm,
TRACT 1
20.267 GROSS ACRES, 4.200 ACMES R.O.W.
16.067 ACRES NET
TRACT 2
8.971 GROSS ACRES,1.770 ACRES R.O.W.
7.201 ACRES NET
OUT OF THE E. RUE SURVEY ABST. 1113,
A ROBERTS SURVEY ABST.1115,
L. NETHERLY SURVEY AEST. 962
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 7SO78 Plano, TX 75075
Telephone (469) 532-0681 Telephone: (972) 422-0077
Contact: David Blom TBPE No. F-2121
Contact: Matt Dorsett
June 5, 2023 SEI Job No. 22-007
Sheet 2 of 3
Lot Area Table
Lot #
Block #
Square Feet
Acreoge
Lot Type
10
E
10,880
0.250
E
11
E
6,827
0.157
E
12
E
6,827
0.157
E
13
E
6,827
0.157
E
14
E
6,827
0.157
E
15
E
6,827
0.157
E
16
E
6,827
0.157
E
17
E
6,827
0.157
E
18
E
6,827
0.157
E
19
E
6,827
0.157
E
20
E
6,932
0.159
E
Open Space Area Table
Lot #
Block #
Acres
5
X
0.070
4
X
5.823
3
X
1.886
2
X
0.132
1
X
0.079
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
23
H
23,816
0.547
D
Lot Area Table
Lot #
Block #
5cpore Feet
Acreage
Lot Type
10
K
11,406
0.262
B
11
K
10,657
0.245
B
12
K
10,636
0.244
B
13
K
10,110
0.232
B
14
K
9,880
0.227
B
15
K
9,880
0.227
B
16
K
9,867
0.227
B
17
K
11,403
0.262
C
Lot Area Table
Lot #
Block #
5cpare Feet
Acreage
Lot Type
1
L
11,413
0.262
C
2
L
12,160
0.279
C
3
L
11,959
0.275
C
4
L
11,404
0.262
C
5
L
10,553
0.242
B
6
L
14,414
0.331
D
7
L
14,090
0.323
D
8
L
11,759
0.270
C
9
L
13,411
0.308
D
10
L
12,524
0.288
C
11
L
12,429
0.285
C
12
L
12,425
0.285
C
13
L
14,357
0.330
D
Lot Area Table
Lot #
Block #
5cpore Feet
Acreage
Lot Type
1
M
10,673
0.245
C
2
M
9,987
0.229
B
3
M
10,133
0.233
8
4
M
10,130
0.233
B
5
M
10,125
0.232
B
6
M
10,126
0.232
B
7
M
9,918
0.228
B
8
M
9,992
0.229
B
Lot Area Table
Lot #
Block #
5quore Feet
Acreage
Lot Type
1
0
10,524
0.242
E
2
0
6,915
0.159
E
3
0
6,612
0.152
E
4
0
6,550
0.150
E
5
0
6,550
0.150
E
6
0
6,550
0.150
E
7
0
6,550
0.150
E
8
a
6,550
0.150
E
9
a
6,550
0.150
E
10
0
6,550
0.150
E
11
0
6,550
0.150
E
12
0
8,616
0.198
E
13
0
9,009
0.207
E
14
0
6,550
0.150
E
15
0
6,550
0.150
E
16
0
6,550
0.150
E
17
0
6,550
0.150
E
18
0
6,550
0.150
E
19
0
6,550
0.150
E
20
0
6,550
0.150
E
21
a
6,550
0.150
E
22
0
6,550
0.150
E
23
0
6,605
0.152
E
24
0
7,218
0.166
E
25
0
10,707
0.246
E
SB0102A G019 S17, C48
983749 - A1115A A ROBERTS, TR 7C, 0.05AC/ALL
747288 - A0962A NETHERLY, TR 2A, 0.66AC/ALL
983747 - A1113A BL RUE, TR 8C9 0.164AC/ALL
1002519 - A1113A BL RUE, TR 8D, 4.376AC/ALL
52790 - All 13A BL RUE, TR 8,.. 6.196AC/ALL
52792 - A0962A NETHERLY, TR 2, 1.320AC/PART
52833 - A0962A NETHERLY, TR 4, 4.890AC/PART
747286 A0962A NETHERLY, TR 4A, 11.400AC/PART
747287 - A0962A NETHERLY, TR 3A, 0.182AC/PART
Lot Area Table
Lot#
Block #
5quore Feet
Acreage
Lot Type
1
R
9,417
0.216
E
2
R
8,197
0.188
E
3
R
7,985
0.183
E
4
R
7,571
0.174
E
5
R
7,634
0.175
E
6
R
7,775
0.178
E
7
R
8,378
0.192
E
Lot Line
Table
Line #
Length
Direction
L1
37.56'
S
63'12'32"
W
L2
35.05'
S
30'24'24"
E
1-3
19.74'
N
85'08'28"
W
1-4
14.60'
N
4511-59"
W
L5
14.45'
S
41'37'44"
W
L6
15.22'
N
7354'26"
W
L7
16.40'
N
0818'11"
E
L8
14.24'
S
80*43'16"
W
1-9
14.24'
N
08'30'22"
W
L10
35.36'
S
42'45'40"
W
1-11
35.36'
S
47'14'20"
E
L12
32.86'
S
80"15'01"
W
L13
35.35'
S
06'06'56"
E
L14
14.14'
N
4410'39"
E
L15
14.14'
N
45'48'35"
W
L16
14.14'
N
44"11'26"
E
Centerline Line Table
Line #
Length
Direction
L17
22.83'
S 4910'19" W
L18
20.07'
N 01'29'14" W
L19
35.00' 1
S 00'50'42" E
Easement
Line Table
Line #
Length
r>frectlon
1.1
159.67'
S
5917'51"
E
1-2
15.00'
S
30'42'09"
W
L3
155.63'
N
59'17'51 "
W
L4
98.16'
N
48'32'49"
W
L5
15.11'
N
81'11'56"
E
L6
98.16'
S
48'32'49"
E
L7
113.24'
S
34'50'33"
E
L8
19.69'
S
08'54'44"
W
1-9
1.56'
S
27'02'33"
W
L10
104.75'
S
34'50'33"
E
1-11
30.46'
N
24'24'42"
E
L12
15.00'
S
65*35'18"
E
L13
30.46'
S
24'24'42"
W
L14
31.91'
N
00*15'08"
W
L15
32.71'
S
27'02'33"
W
1-16
42.97' 1
N
0015'08"
W
Lot Curve Table
Curve #
Length
Radius
I Chord
Chord Bearing
Delto
C1
70.10'
450.00'
70.03'
S 64'04'23" W
8.55'31"
C2
20.40'
145.00'
20.38'
S 53'32'47" E
8'03'41"
C3 1
45.93'
39.50'
43.38'
S 32'29'54" W
66'36'57"
Centerline Curve Table
Curve #
Length
Radius
Chord
Chord Beoring
Delto
C4
217.74'
600.00'
216.54'
S 08'09'26" W
20'47'32"
C5
392.06'
600.00'
385.12'
N 16'28'50" E
37*26'19"
C6
68.15'
700.00'
68.12'
S 51'43'25" E
5'34'40"
C7
190.37'
2200.00'
190.31'
N 51'24'49" W
457'28"
C8
270.46'
300.00'
261.39'
S 61'56'04" W
51*39'13"
C9
137.47'
901.00'
137.33'
N 05'51'29" W
8'44'30"
C10
261.98'
520.00'
259.21'
S 74'04'48" W
28'51'56"
C11
119.93'
300.00'
119.13'
S 46'07'30" E
22*54'17"
C12
143.11'
500.00'
142.62'
59'28" E
16'23'58"
C13
63.77'
400.00'
63.70'37'25"
LN8 E
9'08'03"
Easement Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C1
52.34'
77.50'
51.35'
N 67'53'42" W
38'41'48"
C2
62.21'
77.48'
60.55'
N 25*33'16" W
45'59'58"
C3
51.81'
62.48'
50,34'
N 2448'01" W
47'30'26"
C4
40.90'
62.50'
40.17'
N 67'17'37" W
37'29'36"
C5
104.64'
257.50'
103.92'
N 24'02'01" W
2316'59"
C6
49.7f24
48.93'
N 06'00'35" E
36*48'13"
C7
40.1
39.46'
N 06'00'35" E
36*48'13"
C8
93.4
92.88'
N 23'25'59" W
22'04'57"
D22-0019
]FINAL PLAT
WINDSONG RANCH PHASE
&E
TRACT
20.267 GROSS AGES, 4.200 AGES R.O.W.
16.067 ACRES NET
TRACT 2
8.971 GROSS ACRES,1.770 ACRES R.O.W.
7.201 ACRES NET
Sheet 3 of 3
OUT OF THE B. RUE SURVEY ABST.1113,
A ROBERTS SURVEY AEST. 1115,
L. NETHERLY SURVEY AEST. 962
Filed for Record
in the Official Records Of:
TO OF PROSPER
Denton County
On: 613012023 9:53:54 AM
DENTON COUNTY, TEXAS
In the PLAT Records
WINDSONG RANCH PHASE 6 E
OWNER / APPLICANT ENGINEER / SURVEYOR
Doc Number: 2023-235
Number of Pages: 3
VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc.
Amount: 150.00
130 N Preston Road, Suite 130 765 Custer Road, Suite 100
Order#:
Prosper, Texas 75078 Plano, TX 75075
By: JK
Telephone (469) 532-0681 Telephone: (972) 422-0077
Contact: David Blom TBPE No. F-2121
- - -
Contact: Matt Dorsett
June 5, 2023 SEI Job No. 22-007