SB0069Am
01 ,
, v
16 Sanitary Sewer
Easement
Doc. No. 104794
L. NETHERLY 5URVEY AE55T. NO. 962
T. BUTTON SURVEY A55T. NO. 55
r �
` 251*0' Street & Utility Esmt.
SB 0 0 6 9 A Doc. No. 2020-121240 OPRDCT
;' .�• S gL� VP WINDSONG OPERATIONS LLC
1/2' IRS _Z DOC. NO. 2016-84666
SIR G01IS17,C48 •`4 F BL16 �
40.096AC/PT `' .e,, X4
' 1/2' IRS
52655 A0088A T. BUTTON, TR 1-3, *40W ;' ;' BL15 �R
52801 A1538A R.E. YEATS TR 1 1 •,4GIi Z Lot 1, hock X 1/2' IRS
.94AC/PT R'oaddwwayEa�e�t � Lot 3,
Block X
20' CoSery Easement \ [I
I �
� f /
I '
r Lot 4, D i Block X /
r / fiP/ ` BL10 2" IRS
1/2' IRS
1/2' IRS
1/2' IRS
S
LEGEND
(Not all items may be applicable)
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
WME
WALL MAINTENANCE EASEMENT
HE
HOA EASEMENT
AE
ACCESS EASEMENT
BTP)
BY THIS PLAT
R.O.W.
RIGHT-OF-WAY
BL
BUILDING LINE
HOA
HOME OWNERS ASSOCIATION
.111101111-
STREET NAME CHANGE
I��lj
BLOCK DESIGNATION
®
10'x10' TRANSFORMER EASEMENT
®
CLUSTER MAILBOX LOCATION - Per Revised SLP
*
KEY LOT
NO DRIVE ACCESS
DRDCT
DEED RECORDS, DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON COUNTY, TEXAS
OPRDCT
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
MFFE
MINIMUM FINISH FLOOR ELEVATION
25'' Street & Utility Esmt
.4 16.82 x50
MFFE_ ^'Q >\ ` 7g8p
\56481 ' `� 2 1/2' IRS DL20 5LDoe. No. 2020-121240 OPRDCT
yb 2 ZS'� 1 2' IRS
J,9 \?p a, $ BC ` 79,�. t[2" IRS �,� 1/2' IRS g� 1/Y IRS I I " IRS
r�.6 Vw
41.
�_ ` 7.65 69 73 �O Or. - .8169.79 - 91.51' rj[
5s5oo -
30' ^ 4 �" 7.21' 25' BL i
i, C7S 232,` B! a MFFE= 14,58' W "' \.6 56500 25 HS 7 ;� S $I4.72 :6z" IRS
3_16"8', - - --IBL2A'1/Y IRS1/2' IRS
13 .� `7682 3 v93'�20' BL &73 2' IRS�5.52'== 5.66Qg0`28.72' _55.00'===�1.82'==BL25 BG'9
BC3 v �? 12 30' � _
7sg7`` \ ,Y ` C7 IL o
BL9 v° say , g g!��2 L29 c11 c10 _ 12562 _ - N9oroo'oo'w.4i' -
�s' ? Q ^ 11 ^ 84.�' CS 04' IRONWOOD DRIVE
ZO' 5
BLi3 RJR ♦♦° h ?8q, aS' 329 y ^ $ ,\ 56Jr
.06`
VP WINDSONG OPERATIONS LLC r3+ `° , r 1. = ----------------------
0 1 9 Street & Utility Esmt.
4z% / ' 01 `� .. \ ^d` 'v. 86. 76 �3 �I z l^ I Y
DOC. NO. 2018-64666 (,' '9ss ? \�oa I^ F Y Syr O7 s; a, 1 To Be Abandoned This Plot
D.R.D.C.T. Lot 5�,`� ; ,� ' L13 \ \F\ 2 �y7so7 '6�• ^ g
100 Year Fully Developed Block X '' ' " \ H 3 •'" 32�� 76 26 I� I
15' Sanitary Sewer �� Floodplam Line �"� ♦�� `� \2\8! _ pp 3.46
•6 N _A t
Easement T+ (per approved Flood Study by e? o\ :. �:� ��80'\\ 3.5-f 4 - �I 91' 45� CS 1507 v
Doc. No. 104794 / y" j Cardinal Strategies, dated 12/20/19) °B! \ \ c}^ `0 18.03 41.65'
/ // �' �'�� ♦�• \� ` ,fit' �1
gd
Lot 2, Block X , fr 17 2p �,;\ ��•.,p�p 6 h mlii so'
4.0590 Ac., Drainage �+ i
Floodway Easement / > ° y`OR" ^a 9 � 7ot� F � iP � J
♦6 �^� ti 92 es 16 4 \ 3j �a`i �1,1 `��sq2�,\ �zs'g z _ 7
15 Sanitary Sewer < i 9
\ / ,' `�f' °. Ey 1.32 N ,� 20' SL /o, `f0 I
Easement i \ \ \ • ,' ' 1 5 .3 \ "' -� `� ��'y ssr - J o� I
Doc. No. 104794 ' ,' �� e
N 261816 W 1011.5' ' y,� .. \'o' S4"S8 0' H * ,3p.
,' , \\ V / , t1 O� C? O y 14 ' 8! 76Gb S84271
to the northwest coma , \\r \\ / ,�i �� \ �R`� 2�' g - _ 5'E
a / Lit \ �? 111' Cs �' 2S' of the T. Button Surveyr4 O 8278
r ti/4 ' ♦ L S O 5054, 83 ^ 13 .? g! 8p.4o: ` I - I
Abstract No. 88 & the ' S ��t' '
� 5• lot 6, . �, s 1 , , �' 16.69' � 30.55 _
southwest comer of the L ,/ • \ • \ 2 i °9 c^ . 2 Z5 j , _ 43.69 I
Netherly Survey Abstract ,' f' R ,\\ \\\ / Block X� R \` �� `` \\ \ z $ d626' 26Cy7Z �C ' 12 �, fie! ` 20' L nil
No. 962 ' ' �. \\\ \\\\ / /G3°R°♦� O 1,�, \\ \` \S\ 2� 3 S !G ?k ^ h 11 % III I
i \\ \\ / ,' ,�p1F \ �� ��\ ♦ 9�(j�\\ \. �, ,ry Qj• r, � I inn
\ Q 10 R W
7 4g9' 4.08' vz I �I I g
i
20' COSery Easement \ \ ' / SS? 'i• ? 9�, . �''` %fC\ \ h wj• .�v �iis/• 8S �I I I I
5
,, ,�' i ��\ N� / �,� ., � �oP J> s'' �• 3g8\ �7� \�� \ � � � 7641 CT 80.98'
�s a 6
i S ♦ 6 't2? �' �'7S' 20- \ 2 `�' .\ N ^ 52.8 29
Lot 7, � � .td .� � � 9'� $ I �S9F '�. W
Block X
0,5 •g.��,r. 'r`�`'o. "� •Sp, �e Street &Utlity Esmt
\ ` �ti' Ll \�"\d �R�'♦S�� Q ' S /$ i 73�� ?S4 Hly \aL98 Z5' 2 8 = - 9 o To Be Abandoned By This Plot
v �•� e! I I
` ,' / /4 -�Ih �`�. 2 ^�� `f8i' sip'.W /�.�"2 fir/ `7g] „ , t/2' IRS
15 D.E.D\ t/z' a• . $ ? 'N207 , 20' g
/ Doc. No. 2019-499 15 �- - Y ws I I BL30
\ Street & Ut'it bnmt `s77 gyp.\ �w. \ •.$ \9l ♦yh 7 2?g•t, Q " ii% s),S 3 99.77 _�--
To Be Abandoned By This Plat Z y5 Z \ . B . g 36.36' 'z i � �1.1.15 N �� BL32 1/2 I2
V.\ 1/2'ql, y9. 11 �, \ •�\ ';v� Q 14 ,?o, \ �,28j - _ _58922� -
\ e 70 3, �e \. `\30'e 29.22' , +IC , �� g 6! ?; BLa _ _Street & Utility Esmt.
`\ 4 k/ z/ 8,T "� � � '=7872 =- _ 135 To Be Abandoned By This Plat
JoA ,� 9c9 ii v 42 13 at4-==78.2----7
20' CoSery Easement / (/ ♦ Bl \ _ _ ~ _ / I � Z 34.54' /l 4 / 36.3s'�-=�3.1r==
10 7s 20.55'�2S'B i 2 ?' "� 3 8L
Doc No. 2019-499 i 34.y1 B.
/� .� \ 97 \ !J. �� / ,cv 14.48 12 a $ 20' BL 500 i I t/2' RiS ---_
\ �� ?S\ �?.3j•� c`> 1 S ss ' 11 8 a $ 4.63
29.22' s0 g 2078' O "' ^ 10 I I !
30
O! 10.28'. .cam` 2' 7 95pg' III
823j <p 3 I I
8 20'B % \�9 __4
$ 7358' 95.09' Ianr�Ill 2
I'I
A24 \ a( 3\
�w� 7 / � � � ��/�- �J� �28r �%( g4S'`6.6r 2 �' S �° I i
4w t239' w/ 2°g( �> �• ti7[L ^ 6 8 7 0 I g i
/ WINDSONG MANC1-1 �, o' h� ?s , 19 sro .oip y� esse; ` �o g� _ o 8 I r
m PHASE 5A ¢9r M .� 2s a �s_YL III !
\ 1/2'IRF ti/ S 8 ! 731n� \� zn`�58g==1 _ 30�BL 25' BL II lfi
DOC. NO.2018-0107 -_274' as.23_ -- 4s3 �1
WINDSONG RANCH Street &Utlity Esmt. li 14.52 � 18 ,g ' 3o'el � �240? _� \-==87.93.-- =�g1T
PHASE 3C \ To Be Abandoned By This Plat i NE� $ N _
` \\ i / i 3 17 `� 25'g!� ,73� ` -'�" _ - S89?251
N DOC. NO.2018�-285 ���,� %/ ��' �%'. �sq�.� 73s4 78.1r -
\� 16 Street & Utiit Esmt.
�• 1 13.12 3p gj 74_31'_=_68.17`= 78 To Be Abandoned By This Plat
15 0 8 3 2s' gL 20' BL aaT' -j iT
�� �% Bf 7r• 14 13 g 12--
\ � \\ 1/r" 11 $ POINT OF
\ �' ^ 11' BEGINNING
8388'
84. i I
.3,r. 85.31' I _ at
IRTi
\� I
S 54'05 58' E - 1863 04'
to the southeast caner
\\ _ of the T. Button Survey
Abstract No. 88 & the
-
= -
t / Omer the
_ �__ northwest c of
- M.E.P. & P.R476-Y
\` / Abstract. No.
\\
WINDSONG RANCH
PHASE 5A
DOC.NO.2018-0107 i
7.1304 Ar- rARK
LOT 1, OLDCK K
N 89W51" W - 571,79'
WINDSONG F
PHASE o
DOC.NO.; 201t
I I!
i
I
1/2" IRS
L26 B
I
f° BL28
9.00• 1/2' IRS 1/2' IRS 1/27 �fA
IRS
CN
Ilr IRS
I
►1
100 0 50 100 200
1 inch = 100 ft.
Basis of bearing: State Plane
Coordinate System, North Texas
Central Zone 4202, North American
Datum of 1983. Adjustment
Realization 2011.
` 1/2" W
_0 _
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 1/2 inch iron rods with yellow plastic caps
stamped "SPIARS ENG RPLS 5252" unless otherwise noted.
3. All development will comply with Town of Prosper PD-40
Requirements.
4. All open space areas, Lots 1-7, 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. Fences adjacent to open space shall be ornamental metal. All
other fencing shall be constructed of cedar, board on board, with
a top rail, and shall be supported with galvanized steel posts. A
common fence stain color shall be established.
7. Lots 1-7, Block X to be used for sidewalks, trails and
- landscaping. Easements for these uses are granted by this
Plat.
8. No transformers or utility pedestals shall be allowed in the sidewalk
and utility easement.
9. This property is subject to the Windsong Ranch license agreement
(governing the installation & maintenance of street trees) between
VP Windsong Operations LLC and the Town of Prosper.
10. All landscape easements must be exclusive of any other type of
easements with the exception of perpendicular crossings, unless
otherwise approved by the Town Council.
11. This plat is subject to the additional residential zoning standards
outlined in Ordinance No. 15-55.
12. Lots adjacent to the flood plain shall comply with the Minimum
Finished Floor Elevation (MFFE) shown on the face of the plat.
13. Lots backing to the flood plain shall have a 25' minimum rear
setback.
14. Lots siding to the flood plain shall have a 15' minimum side
setback adjacent to the flood plain.
Boundary
Line Table
Line *
Length
Dtroctbn
BL1
78.17'
N
8922'51"
W
BL2
26.70'
N
39'08'24"
W
BL3
85.00'
N
36'13'29"
W
BL4
171.95'
N
7619'58"
E
BL5
158.77'
N
39'49'02"
E
BL6
15.98'
N
13'43'25"
E
BL7
231.10'
S
48'05'42"
E
BL8
28.79'
S
04'08'33"
E
BL9
30.04'
N
39'48'36"
E
BL10
34.88'
N
44'00'00"
E
BL11
28.79'
S
8757'09"
W
BL12
263,42'
N
48'05'42"
W
BL13
153.26'
N
13'43'25"
E
BL14
92.47'
N
34'03'53"
E
BL15
5.55'
N
27'26'53"
E
BL16
23.88'
N
36'21'38"
E
BL17
60.00'
S
53'38'22"
E
BL18
74.04'
S
53'38'22"
E
BL19
226.72'
S
70'40'30"
E
BL20
7.21'
S
89'59'51"
E
BL21
161.30'
N
90'00'00"
W
BL22
50.00'
N
90'00'00"
W
BL23
120.00'
S
00'08'16"
E
BL24
14.16'
S
45'04'07"
E
BL25
136.48'
N
90'00'00"
W
BL26
9.00'
N
90'00'00"
E
BL27
60.00'
S
00ro0'00"
E
BL28
10.47'
N
90'00'00"
E
Good
Hope
7 Z to
mA58M PIL
3 -
Y
3' a mwa
mAee i
1 sw
m�seu nose zo-i _.._
,--
SITE
LOCATION MAP / KEY MAP
N.T.S.
Boundary
Line Table
Lines
Leryth
Direction
BL29
27.09'
S
00'00'00"
E
BL30
14.14'
N
4422'51"
W
BL31
60.00'
N
89'22'51"
W
BL32
5.00'
S
00'37'09"
W
BL33
14.14'
S
45'37'09"
W
BL34
50.00'
S
00'37'09"
W
BL35
5.00'
S
89'22'51"
E
BL36
14.14'
S
44'22'51"
E
Boundary Curve Table
Curve*
L&wth
Radtue
c1l
Chord Bantry
Data
BC1
429.64'
1065.00'
426.73'
N 77'49'25" W
23-06-51
BC2
362.19'
765.00'
358.81'
N 52*42'12- W
27'07'36
BC3
35.10'
480.00'
1 35.09'
S 41'54'18" W
4-11'24"
BC4
74.67'
480.00'
74.59'
N 31*54'15" E
8'54'46
BC5
43.11'
145.00'
42.95'
S 62'09'26" E
17'02'08
BC6
84.31'
250.00'
83.91'
S 80*20'10" E
19'19'21
BC7
29.89'
200.00'
29.86'
N 85'43'15" E
8'33'49
BC8
29.88'
200.00'
29.86'
N 85'43'10" E
8'33'40
BC9
55.00'
330.00'
54.94'
N 85'13'32" W
932'57
BC10
45.00'
270.00'
44.95'
S 85'13'31" E
9'32'57
BC11
19.36'
29.50'
19.02'
S 18'47'14" E
3736'33
BC12
49.50'
66.44'
48.36'
S 2111'56" E
1 42'41'14
Lot Summary Phaslf►. 5C
Type A (Min. 8,000 SF) 0
Type B (Min. 9,000 SF) 30
Type C (Min. 10,500 SF) 39
Type D (Min. 12,500 SF) 5
Total 74
FHASG 5C
74 LOTS DEVELOPED TO PD-40 STANDARDS
41.036 ACRES (1.80 UNITS/ACRE)
AVERAGE LOT SIZE = 11,090 SF
D19-0057
FINAL PLAT
Rear Property Line
I 125 Rea BL Typ. I I
(21 w/.V Front IIQ I I
I--- a Side 1t Stile
I ISol I I
o I I o I I
III SW
Seftd
` I 120, 25 e X F t BL I I_
Front Property Line
STANDARD LOT MTAIL FOR
LOT TYPE a B. Q & D
\ 1 '' . �� t 111'' 1 1 . M5
3 C
41.036 GROSS ACRES
7.840 ACRES R.O.W.
33.196 NET OUT OF THE
T. BUTTON SURVEY ABET. NO. 88
TOWN OF PROSPER
DENTON COUNTY, TEXAS
OWNER / APPLICANT ENGINEER / SURVEYOR
VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc.
2242 Good Hope Road 765 Custer Road, Suite 100
Prosper, Texas 75078 Plano, TX 75075
Telephone (469) 532-0689 Telephone: (972) 422-0077
Contact: David Blom TBPE No. F-2121
Contact: Matt Dorsett
Scale: 1" = 100' August 13, 2020 SEI Job No. 18-183
Filed for Record
in the Official Records Of:
Denton County
On: 8/25/2020 3:15:23 PM
In the PLAT Records
WINDSONG RANCH PHASE 5C
DOC Number: 2020-294
Number of Pages: 3
Amount: 150,00
Order#:
By: CC
1 of 3
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
STATE OF TEXAS §
COUNTY OF DENTON §
a
WHEREAS, VP Windsong Operations LLC are the owners of a tract of land situated in the T. Button Survey
Abstract No. 88, in the Town of Prosper, Denton County, Texas, according to the deed recorded in
Document No. 2018-84666 of the Deed Records, Denton County, Texas, the subject tract being more
particularly described as follows:
BEGINNING at a 1/2" iron rod with a plastic cap stamped 'SPIARSENG" found at the southeast corner of the
subject tract in the north line of Windsong Ranch Phase 5B, as recorded in Document Number 2018-0125.
THENCE N 89'22'51" W, a distance of 78.17 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" found;
THENCE around a tangent curve to the right having a central angle of 23'06'51", a radius of 1065.00 feet,
a chord of N 77'49'25" W - 426.73 feet, an arc length of 429.64 feet, to a 1/2" iron rod with a plastic
cap stamped "SPIARSENG" found;
THENCE N 66'15'59" W, a distance of 354.98 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" found;
THENCE around a tangent curve to the right having a central angle of 27'07'36", a radius of 765.00 feet, a
chord of N 52'42'12" W - 358.81 feet, an arc length of 362.19 feet, to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" found;
THENCE the following courses and distances:
N 39'08'24" W, a distance of 26.70 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found
for corner;
N 36'13'29" W, a distance of 85.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found
for corner;
N 58'29'21" W, a distance of 236.55 feet;
N 40'40'18" E, a distance of 240.31 feet;
N 76'19'58" E, a distance of 171.95 feet;
N 29'41'29" E, a distance of 217.52 feet;
N 39'49'02" E, a distance of 158.77 feet;
N 13'43'25"
E,
a distance
of
15.98 feet
S 48'05'42"
E,
a distance
of
231.10 feet, to a
1/2" iron rod with
a plastic
cap stamped "SPIARSENG" found
for corner;
S 04'08'33"
E,
a distance
of
28.79 feet, to a
1/2" iron rod with
a plastic
cap stamped "SPIARSENG" found
for corner;
N 39'48'36"
E,
a distance
of
30.04 feet, to a
1/2" iron rod with
a plastic
cap stamped "SPIARSENG" found
for corner;
THENCE around a tangent curve to the right having a central angle of 04'11'24", a radius of 480.00 feet, a
chord of N 41'54'18" E - 35.09 feet, an arc length of 35.10 feet, to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set;
N THENCE the following courses and distances:
a N 44'00'00" E, a distance of 34.88 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found
for corner;
S 87'57'09" W, a distance of 28.79 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found
for corner;
N 48'05'42" W, a distance of 263.42 feet;
F
0
N 13'43'25" E, a distance of 153.26 feet;
N 34'03'53" E, a distance of 92.47 feet;
S 64'24'23" E, a distance of 348.81 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found
for corner;
N 27'26'53" E, a distance of 5.55 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found
for corner;
THENCE around a tangent curve to the right having a central angle of 8'54'46", a radius of 480.00 feet, a
chord of N 31'54'15" E - 74.59 feet, an arc length of 74.67 feet, to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set;
THENCE N 36*21'38" E, a distance of 23.88 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set;
THENCE S 53'38'22" E, a distance of 60.00 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set;
THENCE S 53'38'22" E, a distance of 74.04 feet, to a 1 /2" iron rod with a plastic cap stamped
"SPIARSENG" set;
THENCE around a tangent curve to the left having a central angle of 17'02'08", a radius of 145.00 feet, a
chord of S 62'09'26" E - 42.95 feet, an arc length of 43.11 feet, to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set;
THENCE S 70'40'30" E, a distance of 226.72 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set;
THENCE around a tangent curve to the left having a central angle of 19'19'21", a radius of 250.00 feet, a
chord of S 80'20'10" E - 83.91 feet, an arc length of 84.31 feet, to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set;
THENCE S 89'59'51" E, a distance of 7.21 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG"
set;
THENCE around a tangent curve to the left having a central angle of 8'33'49", a radius of 200.00 feet, a
chord of N 85'43'15" E - 29.86 feet, an arc length of 29.89 feet, to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set;
THENCE around a compound reverse curve to the right having a central angle of 8'33'40", a radius of
200.00 feet, a chord of N 85'43'10" E - 29.86 feet, an arc length of 29.88 feet, to a 1/2" iron rod with a
plastic cap stamped "SPIARSENG" set;
THENCE the following courses and distances:
N 90'00'00"
E,
a distance
of
161.30
feet, to
a 1/2"
iron rod
with
a plastic
cap
stamped
"SPIARSENG" found
for corner;
N 90'00'00"
E,
a distance
of
50.00
feet, to a 1/2"
iron rod
with
a plastic
cap
stamped
"SPIARSENG" found
for corner;
S 00*08'16"
E,
a distance
of
120.00
feet, to
a 1/2"
iron rod
with
a plastic
cap
stamped
"SPIARSENG" found
for corner;
S 45'04'07"
E,
a distance
of
14.16 feet, to a
1/2" iron
rod with a plastic cap stamped "SPIARSENG" found
for corner;
N 90'00'00"
E,
a distance
of
136.48
feet, to
a 1/2"
iron rod
with
a plastic
cap
stamped
"SPIARSENG" found
for corner;
THENCE around a tangent curve to the right having a central angle of 9'32'57", a radius of 330.00 feet, a
chord of S 85'13'32" E - 54.94 feet, an arc length of 55.00 feet, to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set;
THENCE around a compound curve to the left having a central angle of 932'57", a radius of 270.00 feet, a
chord of S 85'13'31" E - 45.00 feet, an arc length of 45.00 feet, to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set;
THENCE N 90'00'00" E, a distance of 9.00 feet, to a 1/2" iron rod with a plastic cap stamped "SPIARSENG"
set;
THENCE S 00.00'00" E, a distance of 60.00 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set;
THENCE N 90'00'00" E, a distance of 10.47 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set;
THENCE around a non -tangent curve to the right having a central angle of 37'36'33", a radius of 29.50
feet, a chord of S 18'47'14" E - 19.02 feet, an arc length of 19.36 feet, to a 1/2" iron rod with a plastic
cap stamped "SPIARSENG" set;
THENCE S 00'00'00" E, a distance of 27.09 feet, to a 1/2" iron rod with a plastic cap stamped
"SPIARSENG" set;
THENCE around a tangent curve to the left having a central angle of 42'41'14", a radius of 66.44 feet, a
chord of S 21'11'56" E - 48.36 feet, an arc length of 49.50 feet, to a 1/2" iron rod with a plastic cap
stamped "SPIARSENG" set;
THENCE the following courses and distances:
S 00'38'57"
W,
a
distance
of
481.07 feet, to
a 1/2" iron rod with
a plastic cap stamped
"SPIARSENG" found
for corner;
N 89'22'51"
W,
a
distance
of
571.79 feet, to
a 1/2" iron rod with
a plastic cap stamped
"SPIARSENG" found
for corner;
N 44'22'51"
W,
a
distance
of
14.14 feet, to a
1/2" iron
rod with a
plastic cap stamped "SPIARSENG" found
for corner;
N 89'22'51"
W,
a
distance
of
60.00 feet, to a 1/2" iron
rod with a plastic cap stamped
"SPIARSENG" found
for corner;
S 00'37'09"
W,
a
distance
of
5.00 feet, to a
1/2" iron
rod with a
plastic cap stamped "SPIARSENG"
found
for corner;
S 4537'09"
W,
a
distance
of
14.14 feet, to a
1/2" iron
rod with a
plastic cap stamped
"SPIARSENG" found
for corner;
S 00'37'09"
W,
a
distance
of
50.00 feet, to a 1/2" iron
rod with a plastic cap stamped
"SPIARSENG" found
for corner;
S 89'22'51"
E,
a
distance
of
5.00 feet, to a
1/2" iron rod with a
plastic cap stamped "SPIARSENG" found
for corner;
S 44'22'51"
E,
a
distance
of
14.14 feet, to a
1/2" iron
rod with a
plastic cap stamped "SPIARSENG"
found
for corner;
THENCE S 00'37'09" W, a distance of 430.00 feet, to the POINT OF BEGINNING with the subject tract
containing 1,787,522 square feet or 41.036 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 pccordance with the Subdivision Regulations of the Town of Prosper, Texas.
Dated this the day of 1 ] (%604-r 2020.
s---�.n-
DARREN K. BROWN, R.P.L.S. NO. 5252
STATE OF TEXAS §
COUNTY OF COLLIN §
OF
N
DARREN K. BROWN
A 5252 r
`9°Fessto� 1C darren.brorm®
tin ' . r <c spin-ginearing corn
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 1 1 day of A Q14
!IA 2020.
Notary Public, State of TexasWALTER ERIK DAVIS
n_Notary Public, state of Texas
9'+4
I$ ' Comm. Expires 09-24-2022
Notary ID 1317342B4
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 5C an addition to the Town of Prosper,
and does hereby dedicate to the public use forever, the streets and alleys shown thereon. VP Windsong Operations LLC, does
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
plat.
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, regulations and resolutions of the Town of Prosper, Texas.
Witness our hands at Denton County, Texas, this 141-% day of /� 2020.
VP Windsong Operations LLC
A Delaware Limited Liability Company
le
By. 44e.
David R. Blom, Vice President
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 consideircitions therein expressed and in the capacity therein stated.
)kWGIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of4gl2020.
MELISSA BRYSON
N tart' Public, Staof Vexas
?� �r P�a`> Notary Public, State of Texas
z°;'
='e Comm. Expires 09-09-2023
Notary ID 132163031
CERTIFICATE OF APPROVAL
Approved this __� day of Jl�' 20by the Planning &Zoning Commission of the
Town of Prosper, Texas.
Town Secretary `� O F Pk o /',,
Engineering Department
Planning Department .
*9n1�
ACCESS EASEMENT f " 1
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.
DRAINAGE AND FLOODWAY EASEMENT
This plat is hereby adopted by the Owners and approved by the Town of Prosper (Called "Town") subject to
the following conditions which shall be binding upon the Owners, their heirs, grantees, successors and assigns:
All of Lots 1 and 2, 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.
LIEN HOLDER:
TEXAS CAPITAL BANK, NATIONAL ASSOCIATION
1.../ 62K
BY
.-slice President
STATE OF TEXAS §
COUNTY OF HARRIS §
-17(w
BEFORE ME, he undersigned, a Notary Public in and for The State of Texas, on this day personally appeared
Sebi &i9glend; 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 day of 4_ k. 2020
Y
•`u""'' TIFFANY WEBER
PUB,,!
:io: "'-'Notary Public, State of Texas
Not y Public,State of Texas � �'_-Comm. Expires 05-25-2021 I)19-0057
Notary ID 131145358
FINAL PLAT
WINDS" RANC�I P�JIASE 5C
41.036 GROSS ACRES
7.840 ACRES R.O.W.
33.196 NET OUT OF THE
T. BUTTON SURVEY ABST. NO.88
TOWN OF PROSPER
DENTON COUNTY, TEXAS
OWNER / APPLICANT
VP WINDSONG OPERATIONS LLC
2242 Good Hope Road
Prosper, Texas 75078
Telephone (469) 532-0689
Contact: David Blom
August 13, 2020
ENGINEER / SURVEYOR
Spiars Engineering, Inc.
765 Custer Road, Suite 100
Piano, TX 75075
Telephone: (972) 422-0077
TBPE No. F-2121
Contact: Matt Dorsett
SEI Job No. 18-183
Sheet of 3
Filed for Record
in the Official Records Of:
Denton County
On: 8/25/2020 3:15:23 PM
In the PLAT Records
WINDSONG RANCH PHASE 5C
Doc Number: 2020-294
Number of Pages: 3
Amount: 150.00
Order#:
By: CC
n
Lot Area Table
Lot #
Block #
6"re Feet
Lot Type
7
D
10,866
C
8
D
11,115
C
9
D
11,030
C
10
D
10,947
C
11
D
11,627
C
Lot Area Table
Lot #
Block #
Square Feet
Lot Typo
11
E
10,740
C
12
E
10,375
B
13
E
10,292
B
14
E
10,238
B
15
E
10,238
B
16
E
10,292
B
17
E
9,893
B
18
E
9,880
B
191E
10,758
C
Lot Area Table
Lot*
Block #
Square Feat
Lat TWO
1
F
11,310
C
2
F
11,463
C
3
F
11,569
C
4
F
11,502
C
5
F
12,350
C
6
F
12,871
D
7
F
j 12,513
D
Lot Area Table
Lot #
Block #
Square Feet
Lot Type
1
6
11,001
C
2
6
9,880
B
3
6
9,886
B
4
6
10,321
B
5
6
10,321
B
6
6
10,387
B
7
6
10,546
C
8
6
10,740
C
9
6
10,740
C
10
6
11,298
C
11
6
11,298
C
12
6
11,298
C
13
6
10,384
B
14
6
10,299
B
15
6
10,740
C
Open Space Area Table
Lot #
Block #
Acres,
1
X
2.160
2
X
4.059
3
X
0.071
4
X
0.135
5
X
0.135
6
X
0.135
7
X
0.067
Lot Area Table
Lot #
Block #
Square Feet
Lot Type
1
H
12,917
D
2
H
13,522
D
3
H
11,672
C
4
H
11,943
C
5
H
10,701
B
6
H
11,261
B
7
H
12,614
D
8
H
12,005
C
9
H
10,914
C
10
H
12,935
C
11
H
11,904
C
12
H
10,260
B
13
H
10,260
B
14
H
10,260
B
15
H
12,183
C
16
H
13,042
C
17
H
11,787
C
Lot Area Table
Lot #
Block #
Acreage
Lot Type
1
K
7.504
PARK
Lot Area Table
Lot*
Block #
Square Feat
Lot type
1
1
11,272
C
2
1
11,063
C
3
1
10,188
B
4
1
10,301
B
5
1
10,414
B
6
1
10,973
C
7
1
13,029
C
8
I
12,887
C
9
1
10,484
B
10
1
10,370
B
11
1
10,256
B
12
1
10,860
B
13
1
11,087
B
Lot Area Table
Lat #
Block #
Square Feet
Lot Type
1
J
10,973
C
2
J
10,956
C
3
J
10,348
B
4
J
10,348
B
5
J
11,583
C
6
J
11,238
C
7
J
10,523
B
8
J
11,866
C
Lot Curve Table
Curve #
Length
P.adlus
Chord
Chord Baa"
Delta
C1
56.31'
456.33'
56.27'
S 56"16'20" E
7*04'12"
C2
75.58'
300.00'
75.38'
S 56*00'15" E
14'26'05"
C3
1 28.18'
455.00'
28.17'
N 80'57'24" W
3'32'53"
C4
24.17'
455.00'
24.17'
S 60'43'16" E
3'02'36"
C5
27.65'
250.00'
27.63'
S 76'50'27" E
6'20'12"
C6
35.09'
325.00'
35.08'
S 7346'07" E
611'13"
C7
65.52'
300.00'
65.39'
S 7655'54" E
12'30'49"
Centerline Curve Table
Curve #
Length
Radlue
Chord
Chord Bearhy
D&A
C8
50.00'
300.00'
49.94'
S 8513'31" E
9'32'57"
C9
50.00'
300.00'
49.94'
N 85'13'32" W
9'32'57"
C10
50.00'
300.00'
49.94'
S 85'13'31" W
9'32'57"
C11
50.00'
300.00'
49.94'
N 85*13'31" E
9'32'57"
C12
84.15'
300.00'
83.87'
S 7842'38" E
16'04'17"
C13
68.71'
300.00'
68.56'
S 64'06'49" E
13'07'23"
C14
70.00'
450.00'
69.93'
S 31'54'15" W
8'5446"
C15
130.00'
450.00'
129.55'
N 35'43'26" E
16'33'08"
C16
18.87'
450.00'
18.87'
S 41'00'41" W
2*24'10*
C17
212.84'
600.00'
211.73'
S 58"15'27" E
2019'30"
C18
83.95'
300.00'
83.68'
S 76*26'14" E
16'02'02"
C19
29.53'
301.00'
29.52'
S 03'25'48" W
5*37'18"
C20
79.41'
300.00'
79.17'
N 08"13'39" E
15'09'55"
C21
53.63'
300.00'
53.56'
S 10*42'53" W
10*14'31"
C22
242.05'
600.00'
240.41'
S 77'49'25" E
23'06'51"
Centerline Curve Table
Curve #
length
K"ue
Chord
Chord 56101M
Delta
C23
104.19'
300.88'
103.67'
S 56'19'01" E
19'50'26"
C24
304.07'
2415.00'
303.87'
N 47'15'05" E
712'50"
C25
288.80'
610.00'
286.11'
S 52.42" 2" E
27-07-36'
C26
11.86'
300.00'
11.86'
N 18*46'41" E
2'15'57"
C27
31.88'
300.00'
31.86'
S 20'41'21" W
6*05'19"
C28
31.88'
300.00'
31.86'
S 2646'40" W
6'05'19"
C29
31.88'
300.00'
31.86'
N 26'46'40" E
6'05'19"
C30
1 367.11'
910.00'
1 364.63'
S 77'49'25" E
23'06'51"
Lot Line
Table
Una #
Length
DUeawn
1-1
35.62'
S
83'42'05"
E
1-2
35.61'
N
05'26'21"
E
1-3
14.14'
S
68'44'01"
W
1-4
14.14'
S
21*15'59-
E
L5
14.14'
N
68'44'01"
E
L6
14.14'
N
2115'59"
W
L7
14.14'
S
4537'09"
W
L8
14.14'
S
44'22'51"
E
L9
14.14'
N
68'401"
E
1-10
14.14'
S
2115'59"
E
1-11
35.62'
N
89'03'31"
E
L12
35.62'
N
01'48'03"
W
L13
34.53'
N
86"1'38"
E
L18
34.91'
N
01'44'14"
W
L19
14.74'
S
41'55'03"
E
L20
14.78'
S
53'10'27"
W
L21
53.73'
S
80'00'33"
E
L22
1 26.14'
S
53'38'22"
E
L23
34.09'
N
75'27'39"
E
L24
14.93'
1 S
35'31'29"
E
D19-0057
FINAL PLAT
Lot Line Table
une #
L-Wth
Dlrectbn
L26
36.93'
N 15'09'08" W
L27
14.13'
S 44'55'52" W
Centerline
Line Table
une #
Length
Dhcctlon
L28
9.00'
N
90'00'00"
E
L29
20.90'
N
90'00'00"
E
L30
43,20'
S
00'37'09"
W
L31
23.88'
N
36'21'38"
E
L32
29.35'
N
5346'31"
E
41.036 GROSS ACRES
7.840 ACRES R.O.W.
33.196 NET OUT OF THE
T. BUTTON SURVEY ABST. NO.88
TOWN OF PROSPER
DENTON COUNTY, TEXAS
OWNER/APPLICANT ENGINEER / SURVEYOR
VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc.
2242 Good Hope Road 765 Custer Road, Suite 100
Prosper, Texas 75078 Plano, TX 7507S
Telephone (469) 532-0689 Telephone: (972) 422-0077
Contact: David Blom TBPE No. F-2121
Contact: Matt Dorsett
August 13, 2020 SEI Job No. 18-183
Filed for Record
in the Official Records
Denton County
On: 8/25/2020 3:15:23
In the PLAT Records
WINDSONG RANCH PF
Doc Number: 2020-2<
Number of Pages: 3
Amount: 150.00
Order#:2020082500076i
By: CC
Sheet 3 of 3
5C