SB0092ABL14
/
eb QIN
2�8 / tir 1 15' Utility Esmt
N
J
\ / / Drainage & Floodplain Esmt.
15' Drainage Esmt. / 17/• / \ rI
By Separate Document •" '""� �? i L31 �� �I
Doc. No. 2021-226769 �, ��i L34L33L401,
32
Note: Retaining Walls
Fences Shall Not Encroach 00 L1
/ 'F On 20' Utility Esmt. *
cao`yN ®� ® / yp C5 Sys` 56g'i�Op1
w N % L10
14 \ �3
Prosper Oaks LP Ja q& ® 1,1 �5s 19 m > �,
a \
Doc. No. 2021-187834 OPRDCT - / 5 O $ N2639'05°W S6B " r ¢
7
u `�• W r v 94' 15,
` j. 't'' � ►� g1E13 �. 141.15'
S1 171.i35 12,57 _ a ^ / S68 9
0 N m
�, �, j► O sw ,e° e"► �..n !'. ' 15 L18 N� � Cl.6 'S''' c^i N 8 h/ O o J O DO
rn c
1%i L19 C2 �z•6\ " N77' �. n/M B O
Qi01. N8139.69' E1.34 130
�9 2" i 130
3 �¢9"f ^^,
Sw/ A ( Im o 14.18 9 ��o I^ �LoJrO OON
100 Year Ultimate A® i / / �' 56�� 59� I /� 5 O ^ N8351'24"W ( Z0 ' tU ��N 7
Conditions Floodplain e► i �ti�' " i " _ ,cd
14.99' N885925 E 11 S82'44'35"E ' / (Pre -Project) c �'� 130.00, W
VP Windsong"wpp Jl II 2.46' 150.10' co. N m1 N 0 130.00'
Z,l') 1 m _I I if') in W N ^'? I Z0
Operations LLC ' // .� N II NI I 4 s r< 10 MI�� I 6
/ \ S88'59'25"W R i �' I N862316'W to v
3 N8859 25 E
Doc. No. 2021-142229 OPRDCT of / s, f'. S8623'16°E r<
® / N M , 0 134.55 Z 145.14' 130.00 i, 130.00' M
P N Z O 2 I 0 13 b'� m NOY36'44"E b n 11 m I �[ i I m
Z II jq J M in 3 cv `� in I "' o p 5 N1'
' Qj yL /'-Lot 1, l I I ° "' N88'S9'25"E `D N86'23'16"W l i 3 W iP I N a
Block X S88'59'25°W 134.55 Z 130.00' i4 I 130.43'
71.88' 46.3IN IFFE 6t55' 73.DO' I1 0 140.21'
11.88 MIN. FFE MIN. FFE g J o� I o "� A I � } 1182.81 66.80
MIN. c y63.60 563.94 0 �J I I I 1^J o v' m 2 cy O 12 "1 z I, C%F
N862316"W - w 0'
563.69 zo o M o I o l I N88'S9'25"E I sq I " s6.8 6`\
/ 0 llJNcg3 55 y cwr o 5 g n 4 0 0 3 I o 5 130.00' - I o I 80
18.66 . 115 a r lvw N 6 g M o P R W 135.28' m 11 R W ^ I
Note: Retaining Walls & / MAP• 3 a v o 7 g N Q - o o I N o 4 3 '
VP Windson Fences Shall Not Encroach �'s. / 0 o o f £ o Z I i i 25 25 1 W 13 N I 25 25' 1 j L5 Z t? oo, 2 g
g On 15' Sanitary Sewer Esmt. ® % sF 0 N, tg s, $ Bl 30' BL z 25' BL _T L10 11 l �' I _ - -- 1 L L 3 , O 1 o0
cP f�`' y s `t I Ll 15' BL L4 I i 1 I 20 B
Investments LLC ' ,^�°/ a �' 0 9 `� O 25'E - 38.12'=21.66'=�1.55'-=-83.00' _-_= 719.79`-=== - 68.19`==- 52.12' i 25 .gL BL j o
/ 1 i 5 S� _ -_59.11'=-==61.23'_= o ,
Doc. No. 2018-142926 OPRDCT ® / /�a 00 2 10 -� 9�� -59•l1 _ S88'59'25'W _ �, _ _ _ _ 85.11' - u59.62;
181.21' 222.97' 370.48 -T_�NE=5gs?.= Ltt
L7
UE=58.00' - 6fi.31`= ==63.66`=
® // � i �a6, s, 11'' 03-__75.81'----42.10=26.66' �f,1.55'-=-56.0`$= I �) � _ ;_ � 11
® �jy / 59 /�� 629 20' BL - - 1 °nt o , L 6 25 8L - - - - 25' BL 20' BE S; -67.9?'n 58.5
IP i 6�go ti�,o 12 / vu� 25' BL 30' BL-I I I 30' BL W =3 UE s8 Syp53,
yb � Oy, 5 0rO ,� ��.:' S � � o is ,n o �n J _ ?5' 21
15 Access & / r q �S gyp. 0�/ i �6D w 16 0 o M oo z o m 11 o "' o n o ^ o .r o0 3 BC S' SU 11 f
h`�i o . �' s �E ti E 0 17 o a o � 12 � � 13 7 14 � 0 15 16 "� 3 £
o- Maintenance Esmt. 16 5�' Q Q N ' o; g 0' BL 0_
G "� Ao. 'o / �� /, L an cr. o co o o I i o 0 0 17
11-11
�P / �'U Oy, 13 ^d� 1k y0 0 o N wJ r C rn 25R 25 5 UE " n con K y mo M
o i L' c11 o. 14 O I I O^ s�
o '� ® / ' y O �soO �o� ��/ / 6� /. 0 r a. r 8.2D' " I 5' SUE 18
C � / / �'o• 14 tii 5 ' aS' L5 s� 13 F 53.35' N88'59'25 I T I 68.00' �6,31' 63.66' 59.83' 59 3 `^� ,
I', 4i o, 5 0• 59.17 59,35 19
n 58.18 76.26' 53.35' 68.00' 1 BL25 1 2IRF 59.35, _a �' c
�?j 0� `1�f 12 c^ 5835 1g,49' 7.65 I i I Street & Utmi Esmt. I 20 n
S�o,S �51°� "�% y K2 �5g.62' c' h
15 8.6T /�,. 6.91' 5� / Py 11 �` ,� 0� 15, w ac M mlo To Be Abandoned By i i J ¢?1p 19.08' ti
N21 �' O. 5 66 z 3 I . [his Plat h
'0 2 P 1 I N J i 10 9 8 7 I e ¢O
I 6 l
10 °'Ii� Oo� �61 °j6• ti W a rn 3 o o I i' I 5
✓ `✓ / Ls ? M c,�s 5� y�'g5 N, 4 u � 1.62' z z 11 f
1i 0 83.91' S9• ' 5 A 25' BL 30' BL i 4
i �' �f. i N 5, UE 60 39 45"E, 6�55 25 8� 20' BL - - - i I I
i B i L2 Z yP s• 6 0L i l
°ono„ 6 .� 0 56.71'_=61.D0'=-=�8.00`-=' BL`Z%= -__ ----- / 2 /
_ -- -
'���' C", BCZ I N849122 E 5h65 o�r^ i �y ��1' S826'= BL28 _I
1
o saa Ss'2s"w MAYF
° 2 co PP N w 1 70.95' p 7 0• �5� • C1 - - - Street & UtilityEsmt -- _ - _-_ rELD D��VE-
; Oc c� i1 2 z O s ;�'�\\ y9 120.12' To Be Abandoed B
,''�i F9T �t1 eo.� 5 J 0 �\ �5� 5 _ . ��� - - Thi no
25' 1 25' 1 ,tea
----
--- 1
-------
BL6
-----------------------� L
--
t-15' Sanitary Sewer. Esmt
Lot 2,
Doc.Separate
2021Dmi70 N-2226
Block X
Utility Esmt.
BL5
By Separate Document
Doc. No 2021-226771
VP Windsong
Operations LLC
Doc. No. 2021-53914 OPRDCT
Boundary
Line Table
Line #
Length
Direction
BL1
177.14'
S
81'33'30"
W
BL2
128.76'
S
72'49'51"
W
BL3
100.91'
S
60'39'45"
W
BL4
126.88'
N
00*1 SOY
E
BL5
50.47'
N
46'46'00"
W
BL6
33.16'
N
00'39'59"
E
BL7
50.00'
N
89'20'01"
W
BL8
119.65'
N
00'39'59"
E
BL9
187.57'
N
71'32'38"
W
BL10
542.09'
N
49'51'01"
E
BL11
58.52'
N
48'07'43"
E
Boundary
Line Table
Line #
Length
Direction
BL12
831.77'
N
63'20'55"
E
BL13
460.86'
N
34'11'41"
E
BL14
18.33'
S
55'48'19"
E
BL15
43.25'
N
89*11'05"
E
BL16
14.15'
S
45'49'54"
E
BL17
524.94'
S
00'50'53"
E
BL18
15.13'
S
34'46'22"
W
BL19
60.00'
S
14'22'58"
E
BL20
7.83'
N
75'37'01"
E
BL21
159.26'
S
14'23'47"
E
BL22
103.01'
S
37'07'04"
W
Boundary
Line Table
Line #
Length
Direction.
BL23
13.87'
S
11 *30'15"
W
BL24
82.42'
N
70'53'21"
W
BL25
247.97'
S
88'59'25"
W
BL26
125.00'
S
01'00'35"
E
BL27
14.14'
S
43'59'25"
W
BL28
50.00'
S
01'00'35"
E
BL29
14.14'
S
46'00'35"
E
BL30
120.00'
S
01'00'35"
E
,
Boundary Curve Table
Curve 9
Length
Radius
Chord
Chord Bearing
Delto
BC1
200.90'
456.00'
199.28'
S 73'17'03" W
25'14'35"
BC2
20.94'
20.00'
20.00'
N 29'20'01" W
60'00'00"
BC3
55.36'
50.00'
52.57'
N 27'36'54" W
63*26'14"
BC4
154,82'
50,00'
99.97'
S 37'56'39" E
177'24'24"
BC5
21.33'
20.00'
20,33'
N 83'54'20" E
61'05'46"
BC6
285.78'
630.00'
283.34'
S 77*49'14" E
25'59'26"
BC7
25.29'
332.29'
25.28'
S 03'01'41" E
4'21'37"
BC8
255.00'
1080.00'
254.41'
S 68'50'22" W
13'31'42"
BC9
1 82.76'
275.00'
82.44'
S 44'15'41" E
17'14'32"
BC10
107.69'
950.00'
107.63'
S 54'03'28" W
6'29'41"
BC11
135.50'
300.00'
134.35'
N 57'56'59" W
25'52'44"
BC12
316.05'
900.00'
314.43
N 80'56'58" W
20-07'14"
PHAH 713
a
83 LOTS DEVELOPED TO PD-40 STANDARDS
VP Windeon 9
N m
31.995 ACRES (2.59 UNITS/ACRE)
Investments LLC
U °; }a
AVERAGE LOT SIZE = 9,221.55 SF
Doc. No. 2o21-741soOPRDCT
I W F'--
2 OPEN SPACE LOTS
I = IS)
WQ
1 PARK LOT
BC12=__
BL16
DL15
-' z
J
VP Wirld5orlg
Lot Summary Phase 713
L3��
Investments LLC
Type
A (Min. 8,000 SF) 69
t)EL4J 1
Doc. No. 2018-149260PRDCT
Type
B (Min. 9,000 SF) 6
Type
C (Min. 10,500 SF) 7
o
Type
D (Min. 12,500 SF) 1
N
Type
E (Min. 6,000 SF) 0
I
wl
1
VP WindSong
Total
83
I
o
Investments LLC
1
I
to
Doc. No. 2020-199878 OPRDCT
- NOTES:
l
k E i 1. Selling a portion of this addition by metes and bounds is a
'S i I tvALL POND DRIVE violation of Town ordinance and state law and is subject to
To Town fines and withholding of utilities and building permits.
Simple) i Fnd. 2. Basis of bearing: State Plane Coordinate System, North Texas
p ; in conc.
O 1 CMI
10' UE
W;
0_
iI
I
Central Zone 4202, North American Datum of 1983.
Adjustment Realization 2011.
3. All development will comply with Town of Prosper PD-40
Requirements.
4. All open space areas, Lots 1-2, Block X to be owned and
s ! WINP50NG RANCH maintained by the HOA.
p ; 5. Front yard setbacks are staggered per requirements of PD-40
O FHA5E 6B and Zoning Ordinance Section 9.3.F.
O n i 6. All fences adjacent to open space, neighborhood park, or
EI DOC. NO.2021-124 floodplain shall be ornamental metal.
uL�1� I I 7. Lots 1-2, Block X to be used for sidewalks, trails, and
UE '' 14 13 12 11 ! 10 landscaping. Easements for these uses are granted by this
LSJ] I I plat.
s BC7 8. No transformers or utility pedestals shall be allowed in the
X F sidewalk and utility easement.
Street & Utility Esmt. Cl BL18 = - --- ----
ToBeAbandonedBy 1L10: "" nd.--- - -- - 9. This property Is subject to the Windsong Ranch License
in cons. Agreement (governing the installation and maintenance of
Ris Plat
.W b 609 street trees) between VP Windsong OPERATIONS LLC and the
ti- 5753103I DL20_ _ Town of Prosper.
- ---�' 10. This plat is subject to the additional residential zoning
standards outlined in ordinance 15.55.
2l51=A5.81 25 a� I 11. All landscape easements must be exclusive of any other type
it 9 of easement, with the exception of perpendicular crossings,
1�Se so e` 8 ,d1 7 ii unless otherwise approved by Town Council
a5 ` ���' f 12. Floodplain reclamation subject to engineering approval of flood
9
s� & Oi �' +- -- study at the time of final plat submittal
study, wetland delineation study, habitat study, and vegetative 1
ss�if
_ __- ; 13. Finished floor elevation shall be at least 2 feet above the
100-year floodplain.
6516 1/2 "IRF i
14. Lots backing to the floodplain shall have a 25' minimum rear
s6 1 i 8 setback.
5 15. Lots siding to the floodplain shall have a 15' minimum side
setback.
Fa�z
3 z 1 4 \ __ -_�- 16. Lot 1, Block X to be used for surface runoff. Drainage
DI 27 2 �\ i Q %1 i - Easements for this use are granted by this plat. g
\ ro �- - __ _ _ 17, 4.755 acres of right-of-way being dedicated by this plat in
Street & Utility Esmt. �` } '' fee simple.
To Be Abandoned 0, }.04, ID
\\ R1SPlat __-- 18. 15' Access & Maintenance Easement is intended to provide
= 1, the HOA access to maintain the area within the easement.
Dedication of this easement does not obligate the HOA to
-w'`� _\ il', maintain the area.
l73 I
12 rn
I, trn I I
W \ I.Z I
i 8123 ' z 1 1': I�' Rear Property Line
9 10,1 l
F-
��
8
13 14
14t-
�� \ 15 i� > �-
\0�� w O
16 Y�
/ \• 17 \ y. ; / II -- - L------- Side BL = front BL----------- ----
\----------------
18
' a i 8 Front Property Line
19 �, `' � ���� ��� 10
5TANDAIZD KEY LOT DETAIL
8
/ 7 7
/ 6
,I
"X" Fnd._
3 w in coot.
CM
O NE
�P D21-0041
FINAL FLAT
T51
i
17
1 18 i 1
S B0092A G01, S 171 C48
52772 A1262A J TEETER, TR 2, 4.895AC/ALL
747291 - A1262A J TEETER, TR 3A, 30.4254AC/PART
52767 - A1262A J TEETER, TR 3, 13.465AC/PART
983719 - A1262A J TEETER, TR 1 A(1), 17.784AC/PART
00 0 50 100 20#
1 inch •0
LOCATION MAP / KEY MAP
NJL.
LEGEND
(Not all items may be applicable)
1/2" IRON ROD WITH PLASTIC CAP STAMPED
'SPIARSENG" SET, UNLESS OTHERWISE NOTED
IRF
IRON ROD FOUND
ORF
CAPPED IRON ROD FOUND
IPF
IRON PIPE FOUND
CM
CONTROL MONUMENT
Wit
UTILITY
DE
DRAINAGE EASEMENT
UE
UTILITY EASEMENT
WE
WATER EASEMENT
SSE
SANITARY SEWER EASEMENT
SE
SIDEWALK EASEMENT
WW
WASTE WATER EASEMENT
WME
WALL MAINTENANCE EASEMENT
HBE
HIKE & BIKE TRAIL EASEMENT
BTP
BY THIS PLAT
R.O.W.
RIGHT-OF-WAY
Min. FF
MINIMUM FINISH FLOOR ELEVATION
BL
BUILDING LINE
�►
STREET NAME CHANGE
C
CENTERLINE
A(�
BLOCK DESIGNATION
®
STREET FRONTAGE
FEMA
FEDERAL EMERGENCY MANAGEMENT AGENCY
FIRM
FLOOD INSURANCE RATE MAP
Ord. No.
ORDINANCE NUMBER
inst./Doc.
INSTRUMENT OR DOCUMENT
(DROCT)
DEED RECORDS, DENTON COUNTY, TEXAS
(PRDCT)
PLAT RECORDS, DENTON COUNTY, TEXAS
(OPRDCT)
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
Rear Property Line
25' Rear BL (Typ.)
(20' w/30' Front BL
8' Side i i 8' Side
Setback Setback
�
O p p
J I I J I I J
I 1 I I
8' Side 1 8' Side
Setback Setback
20', 25' & 30' Front BL
I I 1
I 1 5' U.E.__
---T 7---5 SU.E T 7---
Front Property Line
STANDARD LOT DETAIL
FOR LOT TYPE A. 15, C & D
31.99S GROSS ACRES, 27.240 ACRES NET
OUT ®F TILE
I." NETH]ERL]EY SURVEY ABST, 962
J. TETTER SURVEY ABST. 1262
TOOF 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 /TBPLS No.
F-10043100
Contact: Matt Dorsett
Scale: 1" = 100' May, 2022 SEI Job No. 20-242
Sheet 1 OF 3 1
OWNER'S CERTIFICATE
STATE OF TEXAS §
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF DENTON §
WHEREAS VP Windson Operations erations LLC is the owner of a tract of land situated in the L. Netherly Survey, Abstract No.
THAT we, VP Windsong Operations LLC, acting herein by and through its duly authorized officers, does hereby
the herein above described property as WINDSONG RANCH PHASE 7B
9
962 and the J. Tetter Survey, Abstract No. 1262, Town of Prosper, Denton County, Texas, being a portion of tracts
certify and adopt this final plat designating
to the Town of Prosper, and does hereby dedicate to the public use forever, the streets and
according to the deed recorded in Document No. 2018-84666 of the Official Deed Records, Denton County,
conveyed a ccor
the deed in Document
an addition
alleys shown thereon. VP Windsong Operations LLC, does herein certify the following:
Texas (OD DCT and the deed recorded in Document No. 2021-53914 ODRDCT and recorded
No. 2021-142229 (ODRDCT), with the subject tract being more particularly described as follows:
1. The streets and alleys are dedicated for street and alley purposes.
BEGINNING at a 1/2" iron rod found along the west Right Of Way line of Old Alton Drive, a 50' right-of-way, and
2 All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances.
being a westerly line of Windsong Ranch Phase 6C;
3. The easements and public use areas, as shown, are dedicated for the public use forever for the
THENCE the following course and distance along the northern line of Windsong Ranch Phase 7C as recorded in
purposes indicated on this plat.
improvements or growths shall be constructed or placed
Document No. 2021-461 OPRDCT:
4. No buildings, fences, trees, shrubs, or other
the easements as shown, except that landscape improvements may be placed in
S 81'33'3"0" W, 177.14 feet to a 1/2" iron rod with a yellow cap stamped SPIARSENG found;
upon, over or across
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
S 72'49'51" W, 128.76 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found;
caused by maintenance or repair.
"SPIARSENG"
6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring
S 60'39'45" W, 100.91 feet to a 1/2" iron rod with a yellow cap stamped found;
to use or using the some unless the easement limits the use to particular utilities, said use by public utilities
THENCE around a tangent curve to the right having o central angle of 25'14'35", o radius of 456.00 feet, o chord of
being subordinate to the public's and Town of prosper's use thereof.
7 The Town of Prosper and utilities shall have the right to remove and keep removed all or parts
S 73'17'03" W - feet, an arc length of 200.90 feet to a 1/2" iron rod with a yellow cap stamped
public
of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or
_199.28
"SPIARSENG" found;
interfere with the construction, maintenance, or efficiency of their respective systems in the easements.
THENCE departing the northern line of Windsong Ranch Phase 7C the following course and distance:
8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to
from their easements for the purpose of constructing, .reconstructing, inspecting, patrolling,
SPIARSENG" set;
or respective
maintaining, reading meters, and adding to or removing all or parts of their respective systems without the
N 00"13'03" E, 126.88 feet to a 1/2„ iron rod with a yellow cap stamped
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.
N 46'46'00" W, 50.47 feet; N 00'39'59" E, 33.16 feet;
N 89'20'01" W, 50.00 feet; N 00'39'59" E, 119.65 feet;
This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of
Prosper, Texas.
THENCE around a tangent curve to the left having a central angle of 60'00'00", a radius of 20.00 feet, a chord of
N 29'20'01" W - 20.00 feet, an arc length of 20.94 feet;
Witness our hands at Denton County, Texas, this day of 2022•
THENCE around a compound curve to the right having a central angle of 6326'14", a radius of 50.00 feet, a chord
of N 2736'54" W - 52.57 feet, an arc length of 55.36 feet to a 1/2" iron rod with a yellow cap stamped
VP Windsong Operations LLC
"SPIARSENG" set;
A Delaware Limited Liability Company
N 71'32'38" W, 187.57 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set;
N 49'51'01" E, 542.09 feet;
By:
D. Craig M in, Vice President
N 48'07'43" E, 58.52 feet;
N 63'20'55" E, 831.77 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set;
STATE OF TEXAS §
N 34'11'41" E, 460.86 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set;
COUNTY OF DENTON §
THENCE along the boundary of a tract conveyed to VP Windsong Operations LLC as recorded in Document No.
BEFORE ME, the undersigned, a Notary Public in for The State of Texas, on this day personally appeared
2021-142229 the following:
.and
D. Craig Martin, 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
a
S 55'48'19" E, 18.33 feet;
expressed and in the capacity therein stated.
THENCE around a non -tangent curve to the left having a central angle of 177'24'24", a radius of 50.00 feet, a chord
hJ
of S 37'56'39" E - 99.97 feet, an arc length of 154.82 feet;
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2022.
THENCE around a non -tangent curve to the right having a central angle of 61'05'46", a radius of 20.00 fleet, a chord
of N 83*54*20" E - 20.33 feet, an arc length of 21.33 feet;
a
E
THENCE around anon -tangent curve to the left having a central angle of 25'59'26", a radius of 630.00 feet, a chord
aaoaYP+,,, MELISSA B11YSON
?� _ o^" ace -_Notary PUblio, s1a1e of Texas
�2 �
Expires 09 09-2023
r
of S 77'49'14" E - 283.34 feet, an arc length of 285.78 feet;
=�•.zv.•'Q Comm.
Notary Public, State of Texas =,vr ••t�+; Notary ID 132163031
y
a.�
v
N 89'11'05" E, 43.25 feet;
S 45'49'54" E, 14.15 feet to a point from which an "X" in concrete found at the centerline intersection of Good Hope
ACCESS EASEMENT
Road and Mill Pond Drive, bears S 0713'13" E, 271.70 feet;
S 00'50'53" E, 524.94 feet;
The undersigned covenants and agrees that the access easements) may be utilized by any person or
to other real and for the purpose of general public
to the left having a central angle of 04'21'37", a radius of 332.29 feet, a chord of
the general public for ingress and egress property,
vehicular and pedestrian use and access, and for the Fire Department, Police, and emergency use in
THENCE around a tangent curve
along, upon, and across said premises, with the right and privilege at all times of the Town of Prosper,
S 03'01'41" E - 25.28 feet, an arc length of 25.29 feet;
its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon,
S 34'46'22" W, 15.13 feet;
and across said premises.
S 14'22'58" E, 60.00 feet;
N 75'37'01" E, 7.83 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found;
LANDSCAPE EASEMENT
THENCE along the boundary of Windsong Ranch Phase 6C as recorded in Document No. 2021-123 OPRDCT the
following courses and distances:
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
S 14'23'47" E, 159.26 feet to a 1/2" iron rod with a yellow cap stamped „SPIARSENG„ found;
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
THENCE around a non -tangent curve to the left having a central angle of 13'31'42", a radius of 1080.00 feet, a
its sole discretion. The sole responsibility for maintenance and replacement of landscape materials
chord of S 68'50'22" W - 254.41 feet, an arc length of 255.00 feet to a 1/2" iron rod with a yellow cap stamped
thereof shall be borne by any 'homeowners' association hereafter established for the owners of lots in
"SPIARSENG" found;
this subdivision and/or the owners of the individual lots within this subdivision. Such maintenance and
the standards, and specifications of the Town of
a
replacement shall be in conformance with requirements,
Prosper, as presently in effect or as may be hereafter amended. This provision may be enforced by
o
S 37*07'04" W, 103.01 feet;
specific performance or by any other remedy allowed by law. This Landscape Easement shall be void of
THENCE around anon -tangent curve to the right having a central angle of 1714'32", a radius of 275.00 feet, a
utilities and other elements unless otherwise approved on the plat.
chord of S 4415'41" E - 82.44 feet, an arc length of 82.76 feet to a 1/2" iron rod with a yellow cap stamped
"SPIARSENG" set;
DRAINAGE AND FLOODWAY EASEMENT
E
6
S 11'30'15" W, 13.87 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set;
This plat is hereby adopted by the Owners and approved by the Town of Prosper (Called "Town") subject
THENCE around a non -tangent curve to the left having a central angle of 06'29'41", a radius of 950.00 feet, a chord
to the following conditions which shall be binding upon the Owners, their heirs, grantees, successors and
"Drainage
f
S 54'03'28" W - 107.63 feet, an arc length of 107.69 feet to a 1/2" iron rod with a yellow cap stamped
assigns: A portion of of Lot 12, Block E, as shown on the plat is called and Floodway
0
of
"SPIARSENG" found in the west line of Silver Spur. Drive from which an X found at the centerline intersection of Old
Easement" and is the natural drainage channel crossing each lot. The existing creek or creeks traversing
Rosebud Lane and Greenslade Street, bears S 51'33'19" E, 707.48 feet;
along the Drainage and Floodway Easement within the limits of this addition, will remain as an open
lot lots that are traversed by or
o
having angle of 25'52'44", a radius of 300.00 feet, a chord
channel at all times and will be maintained by the owners of the or
adjacent to the drainage courses in the Drainage and Floodway Easement. The Town will not be
THENCE around anon -tangent curve to the left a central
135.50 feet to a 1/2" iron rod with a yellow cap stamped
responsible for the maintenance and operation of said creek or creeks or for any damage to private
a
of N 5T56'59" W - 134.35 feet, an are length of
property or person that results from the flow of water along said creek, or for the control of erosion. No
"SPIARSENG" found;
obstruction to the natural flow of storm water run-off shall be permitted by construction of any type of
N 70'53'21" W, 82.42 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found;
building, fence, or any other structure within the Drainage and Floodway Easement or the natural
as herein above defined. Provided it is understood that in the event it becomes
o
to the left having a central angle of 20'07'14", a radius of 900.00 feet, a chord of
drainage channels,
necessary for the Town of erect or consider erecting any type of drainage structure in order to improve
be by streets and alleys in or adjacent to the subdivision, then
tangent curve
THENCE around a g
W - 314.43 feet, an arc length of 316.05 feet to a 1/2" iron rod with a yellow cap stamped
the storm drainage that may occasioned
in such event, the Town shall have the right to enter upon the Drainage and Floodway Easement at any
a
N 80'S6'S8"
"SPIARSENG" found;
point, or points, to investigate, survey or to erect, construct, and maintain any drainage facility deemed
shall keep the natural drainage channels traversing
feet to 1/2" iron rod with a yellow cap stamped "SPIARSENG" set;
necessary for drainage purposes. Each property owner
or adjacent to his property clean and free of debris, silt, and any substance which would result in
S 88'59'25" W, 247.97 a
unsanitary conditions or obstruct the flow of water, and the Town shall have the right of ingress and
S 01'00'35" E, 125.00 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set;
egress for the purpose of inspection and supervision of maintenance work by the property owner to
The natural drainage through the Drainage and
cap stamped "SPIARSENG" set;
alleviate any undesirable conditions which may occur.
Floodway Easement, as in the case of all natural channels, are subject to storm water overflow and
S 43'59'25" W, 14.14 feet to a 1/2" iron rod with a yellow
natural bank erosion to an extent which cannot be definitely defined. The Town shall not be held liable
S 01'00'35" E, 50.00 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set;
for any damages of any nature resulting from the occurrence of these natural phenomena, or resulting
within the natural drainage channels. Building areas
"SPIARSENG" set;
from the failure of any structure or structures,
outside the Drainage and Floodway Easement line shall be filled to a minimum elevation as shown on the
S 46'00'35" E, 14.14 feet to a 1/2" iron rod with a yellow cap stamped
plat. The minimum floor elevation for each lot shall be as shown on the plat.
S 01'00'35" E. 120.00 feet to the POINT OF BEGINNING with the subject tract containing 1,393,695 square feet or
31.995 acres of land.
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.
0 F l
Dated this the day of lm& 2022. �P �G S T e F�61f
DARREN K. BROWN
5252 r 4
O darren.brown®
DARREN K. BROWN, RPLS 5252 S U R� F'� spiarsengineenng.com
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 same for the purposes and
considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the .P day of A%l 2022•
" W a • Faith Nicole Sourber
+ MY Co811V2025xpires
Notary Public, State of Texas Notaryy to
133282075
LIEN HOLDER:
TEXAS CAPITAL BANK, a Texas state bank formerly known as Texas Capital Bank, N.A.
By;
�- __ RAC
_,�
Vice President
STATE OF TEXAS §
COUNTY OF HARRIS §
BEFORE ME, the and rsigned, a Notary Public in and for The State of Texas, on this day personally
appeared rWt IF.z c C9- 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 _�,l_ day of /`T 2022
Notary Public, State of Texas
LESLEY CELESTINE THOMAS
�t _Notary Public, State of Texas
Comm. Expires 08-18-2025
`?
, �` Notary ID 129474889
CERTIFICATE OF APPROVAL
Approved this 1 day of �t)l�l 20
the Town of Prosper, Texas.
_�,U o � �)J �_ ( S Lk(I.U,�
Town Secretary OF P�O
Engineering De ar ment
Planning Department TEXAS
131NAL PLAT
\\�1Rill! 111)1���\C� I'�.�\\��l ! l"I l.�\mil•: -1.�
99GROSS ACRES)240 ACRES NET
OUT OF THE
L. NETHERLEY SURVEYABST. 962
-
J. ''. SURVEY ABST. 1262
WA OF PROSPER
DENTONTEXAS
OWNER / APPLICANT
VP WINDSONG OPERATIONS LLC
130 N Preston Road, Suite 130
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
May, 2022 SEI Job No. 20-242
Sheet 2 OF :
Filed for Record
in the Official Records Of:
Denton County
On: 6/9/2022 319:29 PM
In the PLAT Records
WINDSONG RANCH PH 7B
Doc Number: 2022-219
Number of Pages: 3
Amount: 150.00
Order#:
By: DP
Lot Line
Table
Line #
Length
Direction
L1
14.14'
N 46'00'35" W
L2
25.55'
N 19'29'25" E
L3
25.40'
S 68'11'36" E
L4
14.34'
S 47'48'59" W
L5
14.34'
N 40'35'31" W
L6
13.60'
N 22'50'18" W
L7
14.14'
N 43'59'25" E
L8
14.14'
S 46'00'35" E
L9
18.19'
N 2515'30" E
1-10
14.14'
S 43'59'25" W
1-11
14.85'
N 6613'39" E
1-12
31.76'
S 2117'36" W
1-13
25.00'
S 16'17'54" W
Lot
Curve Table
Curve #
Length
Radius
chord
Chord Bearing
Delta
C1
17.45'
20.00'
16.90'
S
23'59'16"
W
49'59'41"
C2
244.34'
50.00'
64.29'
S
88'59'25"
W
27959'23"
C3
17.45'
20.00'
16.90'
S
26'00'26"
E
49'59'41"
C4
25.62'
20.00'
23.90'
N
15'24'22"
W
73'23'54"
C5
221.13'
50.00'
80.18'
S
74'35'38"
W
253'23'54"
C6
85.64'
655.00'
85.58'
S
07'21'29"
W
7'29'29"
C7
98.84'
150.00'
97.06'
N
07'46'26"
W
37'45'18"
C8
274.40'
555,00'
271.61
S
74'49'35"
W
28*19'40"
C9
235.72'
50.00'
70.64'
S
00'31'05"
E
270'07'00"
C10
95.28'
50.00'
81.50'
S
04'44'30"
E
109"11'01"
C11
25.76'
20.00'
24.02'
N
82'21'44"
W
73'48'18"
C12
8.46'
20.00'
8.40'
N
56'32'29"
E
24*14'09"
C13
152.78'
1210.00'
152.67'
S
75'24'39"
E
7'14'03"
C14
106.46'
345.00'
106.04'
S
12'27'10"
W
17'40'52"
C15
257.79' 1
181.95'
1 236.76' 1
S
17'45'51 "
E
1 81'10'33"
Easement
Line Table
Line #
Length
Dlrectlon
L1
10.01'
N
00'51'06"
W
L2
10.00'
N
89'08'54"
E
L3
20.00'
N
00'51'06"
W
1-4
10.00'
S
89'08'54"
W
L5
457.32'
N
00'51'06"
W
L6
10.03'
N
89'09'07"
E
L7
20.00'
S
00'50'53"
E
L8
10.03'
N
89'09'07"
E
L9
28.01'
N
00'51'06"
W
L10
7.80'
N
34'46'29"
E
1-11
20.00'
N
71'05'39"
W
L12
15.00'
S
18'54'21"
W
L13
450.92'
N
34'11'41 "
E
L14
18.30'
N
49'52'17"
W
L15
110.00'
S
01'00'35"
E
L16
10.00'
N
88'59'25"
E
L17
10.00'
S
01'00'35"
E
L18
55.92'
N
26'37'21"
W
L19
56.73'
S
26'37'21"
E
L20
50.85'
N
5753'56"
W
Easement
Line Table
Line #
Length
Dlrectlon
L21
36.07'
S
57'53'56"
E
L22
37.88'
N
33*14'34"
E
L23
76.99'
N
23'58'19"
E
L24
36.64'
N
01'32'31"
W
L25
29.87'
N
14'34'27"
W
L26
11.74'
S
79'21'55"
W
L27
32.85'
N
58'22'57"
W
L28
43.46'
N
12'56'18"
W
L29
26.17'
N
70'01'30"
E
L30
28.63'
S
39'41'17"
E
L31
32.80'
S
88'30'15"
E
L32
38.37'
S
46'44'54"
E
L33
47.14'
N
39-38'10"
E
L34
54.47'
N
89'19'43"
E
Centerline
Line Table
Line #
Length
Direction
1-1
17.37'
N
15'30'20"
W
L2
10.00'
S
89'20'01 "
E
L3
25.00'
N
68'42'24"
W
L4
32.62'
S
24'06'39"
W
L5
24.90'
S
5252'56"
E
Centerline Curve Table
Curve #
Length
Rad1u5
Chord
Chord Bearing
Delta
C1
197.76'
400.00'
195.76'
S 74'49'35" W
28*19'40"
C2
72.42'
300.00'
72.25'
S 6734'43" W
13'49'54"
C3
409.87'
600.00'
401.95'
S 69'25'13" W
39'08'25"
C4
370,48'
1055.00'
368.58'
N 80'56'58" W
20*07'14"
C5
94.28'
300.00'
93.90'
N 61'53'09" W
18*00'25"
C6
337.11'
375.00'
325.87'
S 49'51'51" W
51'30'24"
C7
154.30'
500.00'
153.68'
N 12*27'10" E
1 T40'52"
Easement Curve Table
Curve #
Length
Radius
chord
chord Bearing
Delta
C1
21.99'
331.84'
21.99'
N 02'38'53" W
3'47'50"
C2
235.32'
415.00'
232.18'
N 59'22'23" E
32'29'19"
C3
1 24.99'
1 20.83'
23.52'
1 S 87-58'17" E
1 68'44'29"
Lot Area Table
Lot #
Block #
5quare Feet
Acreage
Lot Type
1
A
8,962
0.206
A
2
A
8,402
0.193
A
3
A
8,703
0.200
A
4
A
9,005
0.207
A
5
A
9,328
0.214
A
6
A
13,002
0.298
A
7
A
11,956
0.274
C
8
A
12,079 "
0.277
C
9
A
8,434
0.194
A
10
A
8,123
0.186
A
11
A
8,001
0.184
A
12
A
8,002
0.184
A
13
A
9,195
0.211
A
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
E
8,217
0.189
A
2
E
8,217
0.189
A
3
E
8,217
0.189
A
4
E
9,963
0.229
A
5
E
8,333
0.191
A
6
E
8,261
0.190
A
7
E
8,787
0.202
A
8
1=
8,399
0.193
A
9
E
8,000
0.184
A
10
1=
12,106
0.278
A
11
E
11,285
0.259
A
12
E
334,324
7.675
-
Lot Area Table
Lot #
Block #
5opare Feet
Acreage
Lot Type
1
B
11,025
0.253
C
2
B
9,108
0.209
A
3
B
9,440
0.217
B
4
B
8,002
0.184
A
5
B
8,626
0.198
A
6
B
8,841
0.203
A
7
B
8,841
0.203
A
8
B
8,841
0.203
A
9
B
8,841
0.203
A
10
B
8,841
0.203
A
11
B
9,967
0.229
A
12
B
9,350
0.215
A
13
B
8,925
0.205
A
14
B
8,925
0.205
A
15
B
14,440
0.332
A
Lot Area Table
Lot #
Block #
5quore Feet
Acreage
Lot Type
11
K
8,790
0.202
A
12
K
8,621
0.198
A
13
K
8,275
0.190
A
14
K
8,340
0.191
A
15
K
8,273
0.190
A
16
K
8,273
0.190
A
17
K
8,273
0.190
A
18
K
8,318
0.191
A
19
K
8,050
0.185
A
20
K
8,265
0.190
A
21
K
9,092
0.209
B
22
K
9,576
0.220
B
Lot Area Table
Lot #
Block #
5cpare Feet
Acreage
Lot Type
1
G
9,130
0.210
A
2
G
8,235
0.189
A
3
C,
9,037
0.207
A
4
G
8,956
0.206
A
5
G
8,774
0.201
A
6
G
8,458
0.194
A
7
G
8,001
0.184
A
8
G
10,105
0.232
B
9
C,
8,191
0.188
A
10
G
10,722
0.246
C
11
G
8,066
0.185
A
12
G
8,899
0.204
A
13
G
9,075
0.208
A
14
G
9,106
0.209
A
15
G
8,978
0.206
A
16
G
8,400
0.193
A
L1817
C,
8,002
0.184
A
G
81790
0.202
A
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
8
1
10,507
0.241
A
9
1
10,932
0.251
B
10
1
12,858
0.295
D
11
1
11,865
0.272
C
12
1
9,657
0.222
B
Lot Area Table
Lot #
Block #
5quore Feet
Acreage
Lot Type
45
D
9,092
0.209
A
46
12
8,714
0.200
A
47
V
10,756
0.247
C
48
D
10,720
0.246
C
49
12
8,536
0.196
A
50
D
8,001
0.184
A
51
D
8,251
0.189
A
52
D
8,579
0.197
A
53
D
10,769
0.247
A
Open Space Area Table
Lot #
Block #
Acres
1
X
1.834
2
X
0.162
D21-0041
]FINAL PEAT
WINDSONG JILDXANCH PHASE TD
31.995 GROSS ACRES, 27.240 ACRES NET
®ITT O F THE
L. NETHEE]LEY SURVEY ABST. 962
J. TETTEf2 SURVEY ABST, 1262 Sheet 3 OF 3
TOWN OF PROSPER
DENTON COUNTY, TEXAS
Filed for Record
in the Official Records Of:
OWNER/APPLICANT ENGINEER/SURVEYOR Denton County
VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc. On: 619/2022 3:29:29 PM
130 N Preston Road, Suite 130 765 Custer Road, Suite 100 In the PLAT Records
Prosper, Texas 75078 Plano, TX 75075 WINDSONG RANCH PH 7BDoc Number: 2022-219
Telephone (469) 532-0681 Telephone: (972) 422-0077 Number of Pages: 3
Contact: David Blom TBPE No. F-2121 / TBPLS No. Amount; 150.00
F-10043100 Orderk20220609000664
Contact: Matt Dorsett BY: DP
May, 2022 SEI Job No. 20-242