SB0093A11 1 50 100 200
-
E3 »�
11
LEGEND
(Not all items may be applicable)
0
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
AMF.
ALUMINUM MONUMENT FOUND
CM
CONTROL MONUMENT
Esmt.
EASEMENT
DR -
UTILITY
DE
DRAINAGE EASEMENT
DUE
DRAINAGE AND UTILITY EASEMENT
UE
UTILTTY EASEMENT
WE
WATER EASEMENT
SSE
SANITARY SEWER EASEMENT
SE -
SIDEWALK EASEMENT
STE
STREETEASEMENT
WINE
WALL MAINTENANCE EASEMENT
HBE
HIKE& BIKE TRAIL EASEMENT
(81P)
BY THIS PLAT
R.O.W.
RIGHT-OF-WAY
Min. FF
MINIMUM FINISH FLOOR ELEVATION
BL
BUILDING LINE
STREET NAME CHANGE
Q
BLOCK DESIGNATION
-10.
STREET FRONTAGE -
- *
KEY LOT -
Cab.
CABINET
Vol.
VOLUME
Pg.
PAGE
No.
NUMBER
FEMA
I FEDERAL EMERGENCY MANAGEMENT AGENCY
FIRM
FLOOD INSURANCE RATE MAP
Inst/Doc.
INSTRUMENT OR DOCUMENT
DRDCT
DEED RECORDS, DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON COUNTY, TEXAS
OPROCT
OFFICIAL PUBLIC RECORDS, DENTON COUNIW,TEXAS
PHASE BOUNDARY
Rear PropertyLine
_ I 125 Rear eL T .) I I
(20 w/,V Franl III-) I
I-w' see I--- or sae
h- I I sem F I I r m°d`
Ci I 1 0
If sub Ir see �l
SOO& I I See I I
W. 25 & 3W Fran! _
5 UE
-
Front Property tine
STANDARD LOT DETAIL FOR
LOT TYPE A. B. C. & D
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. 0 All corners are 1/2 inch iron rods with yellow plastic caps stamped "SPIARSENG" set unless
otherwise noted.
PHASES 7D, 7 H 3. All development will comply with Town of Prosper PD-40 Requirements.
Rear Property Line 4. All open space areas, Lots 1-5, Block X, to be owned and maintained by the H.O.A.
59 L S DEVELOPED TO PD-40 STANDARDS 5. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance Section 9.3.F.
54.224 ACRES (1.09 UNITS/ACRE) 6. Lots 1-5, Block X to be used for sidewalks, trails, and landscaping. Easements for
_ AVERAGE LOT SIZE = 10328.89 SF these uses are granted by this plat.
c 7. No transformers or utility pedestals shall be allowed in .the sidewalk and utility easement or
J 5 OPEN SPACE LOTS landscape easements.
8. This property is subject to the Windson Ranch license agreement between VP Windson Operations
F P P Y� 1 9 9 9 P
o w O OJ LLC (goveming the installation & maintenance of street trees) and the Town of Prosper.
UJ 0 Lot ✓ummmM 7D 7H Total 9. This plat is subject to the additional residential zoning standards outlined in ordinance 15.55
a. 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.
rP ske BL - F.1 B Type B (Min. 9,000 SF) 26 19 ¢5 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.
Type C (Min. 10,500 SF) 4 10 14 12. Key Lot fencing restrictions exist on this plot:
Front Property Line Open Space 2 3 5 13, Finished floor elevation shall be at least 2' above the 100-year floodplain.
DE STANDARD KEY LOT DETAIL 14. p 14. Lots backing to the floodplain shall have a 25' minimum rear setback.
Total 32 32 64 15. Lots siding to the floodplain shall have a 15' minimum side setback adjacent to the floodplain.
16. 3.577 acres of right-of-way being dedicated by this plat in fee simple.
17. Lots 4-5, Block X to be used for surface runoff. Drainage Easements for this use are granted by
this plat.
18. Residential lots that are allowed to back or side to the Base Floodplain and/or open space lot
shall have an ornamental open metal fence along the rear and side of the lots. The lot owner is
responsible for the maintenance of the fence.
NN MATCHLINE SEE SHEET 2 zn 2g
w� �wxwesee� e� sesesesese� seems , / \ \ - z� - 7'
BL21 �r// 33 JG
`8 / BL20 , 34 --- RgT1.ANE
Qj L 9 Dv
35 ---
36
IT1 '
o� 15 Access &e 3
Maintenance Esmt. ,'' - 37 - - - � 4
5
12 ms• s / 6
38 ,
/3 o 7
BLI4,\39
o I BLSt7 /. 16
�= �' i /21RF PROPOSED 15
I/ _ ai BGI 9 WINDSONG RANCH 14 -
Lot 1, PHASE 76
Oto
Block X t`\\ 13
12 ,
t7r I O ZWMm:ng Walls & / S 89Z1'25" E 502 i -
f Z Z Fences Shall Not Encroach / /,W.7S 76.00' 76.01f 76.0cr 83.00 I i
VP VVlndsong Investments LLC (� 11
on ts' Utility Esmt / / E III e 10
/. I rI� .p' Ad i r\,'j W W O W W I, I Doc. NoB.,(2'd018.142926 OPRDCT \ } i / �,: ?ti 43 M A 42 «; 41 n 40 o ,�,--
d O O
/ g44S 1.
\ > I tZ Exist 15' Sewer Easy �t < 4t.70 20 9L 5 Ez 25' BL _z 30!_BL z BIL
Sz i247� 1 I BL 49 4 3
9 j Doc. No. 2021- 6770 / _-- i3L50 5
S ==159.43`--- -=76.OD`_==-=76.00`====76.00'===7300'-='1
19,
LOPIMIO STREET BL51 6
41 OC / 495.4Y < ,
to Exist 30 Utility East
B)_7 Qj�' d cNo `� 56 =_ - �6.oD'== --7--76.00' - �s.ao= _- = 7600 _===sa3s'-- = C5 y 7
N / a �� 1780 _ _ - - - 5 UE� 5 SU.E - - - - - -3 (V Doc No. 2\-226771
W 25' BL W W W 25' BL W 20' BL W to i 8
Lot 5, Block X / 30' -1
28.077 Ac., Drainage & Floodway Z Z / / ti g m o
Easement 100-Year Ultimate F/�^ ,.O,rO%y t•� ,�., 5 n 1, 4 „�,; 3- °D g 2- c�' 1 Exist Utility Esmt - 42
N Conditions Floodplain / - , �' ti 0 '�$, S8 8 S " - S ^ 8 '- To Be Abandoned By The Plat - 41
/�
Q Q I l ^ /P 7 �
} / 7.36 57.01' 76.01f 76.00 76.00' MOW 9&74' 40 =
} j SUFy� w 68.39' X00' N X.09' ' W 76.00' 76.00 94.72' 1� -
> i 1
N sr W -'
SUE ' ;�,`" 3 3 3 3 3 M
R � Lot 2, to 37 N 1Y l / s' W �a 9 e 10 8 11 $ 12 8 13 $ 14 � oBlock x J 38 3g „ PN
W C6_ _ / ,i (. 8 ti 9 r°4 9; R tR $ r°y ", t� C2 o Exist 15 Draina a Esmt. J
,r-- - --J- --? l ,r w - _ ^ S 8 8 ^ S " S 2d DL z I---` By Sepera Dowment - I I
W C5 t/ .15' q rn 25' BL rn 30' BL rn w H SUE-- -
_ 20' BL.5. -- 25' BL -i-- poc No. 2021-200690 /-_-.---------
15 Drailage Fsmt VAS . - [8 17> ` �tS� _-39.63 ---_-7o(t24`= 76.U0`_4 76.00 ==76 ot=76.00' _ .4 ' - 1 'WF
X9 , -
1 `'1_ 3 _N892t'25'W i $C'3
PAY,
15' Uhtity, Esmt � � C8 '�- - - - - - -- - - - �: i D DRIVE -
AY, To Be Abandoned By This Plat BRINKER STREET s26.91' i -- --- - -___-
F _
S 15 -=89.28` -==76.00" �6.00` _ = 76.00 = phSjs //-16.63 -- SUE �'SU.�--
Exist 15' Drainage Esmt 31 -
(p ���' / i /m $ 11f 20 BL 30' BL W 25' BL W 30' BL W W 25' BL W p a \t �.
- 7 - To Be Abandoned I This Plat -
ff)5 t /o ,'r o� 7 n8 6S 5 N38 4 �8 3�8 2 g 1oBL i y 35 34 33 32
Ora"°ge-Fr / g , lb �" g = o `� R 36
L4-�- C3 - „> =r^'a f / N 00' o S •- $ S ^ S ^ ,,, 1
---��� / �, „� g / 1'j2• z a O z z z z - 24' Flrelane, Access, -
L L3 �• W g i Drainage & Utility Esmt
108.98' 1 75.00' 76.00' 1 76.00' 1 76.00' 1 76.00' 1 87.00' z
67.98' 71.W 71.W 71.00' 71.00' 71.00' 71.00' 8200'
\ O) r gA7. I Exist 20' Billy
N 7p�<U P] W W W W W W W ems] iG E9nt. -
I
\\ \\ 2 •�cvdE tr M h 18 o m tot 3,
/h 10 11 m S 8 8 8 $ 8 r 8 0 19 20 22 23 24
�L7 b oR 12 8M 13 8 14� 1519 � 16 17 z Block x 21
x' = 8^ 8^ S-- 8^ 8^ $^ 20'BL
2 - z 25' BL z 30 BL z 25' BL Mez 30' BL
20_BL- SUE SSUF ------ -- 25 BL_ SSS24 c^ i _
28 � `_ = 8.0 107.W=====71.00 _71.00`== ==71.00`= - _71.00===y1.00` = __71.00'-- °2 i �`--- - ----- --- -
Lot 4, Block X --
6.684 Ac., Drainage & Floodway / `` c7_� _-__ --__�UK_ N892125_W_-_ l� i (3UntR1E5�
Easement / -STILLVI- 617.76
r
Xk
86.96'= -= 71.00`===•71.110'-- 00`=-71.00'=- _ 71.00 =_ -= 71.00'-= -58.
/ 1280' 20' BL _ - - 5 U. - S' SAL - - - -
/ /0 10 0 o n 25' BL 30' BL W 25' BL o �• W 25' BL W 30' BL e 7 59 , o e -- 13
No, - $ m8 $ "'o n$ --?'g "".3$ _ 20'BL .63R 14
Boundary
Line Table
Line w
Length
Direction
-
BL1
761.64'
N
79*11'44"
W
81-2
336.71'
N
25 4458"
E
BL3
65.76'
N
06'16'07"
E
BL4
241.21
N
36'44'09"
W
BL5
100.91'
N
14'42'04"
E
BL6
102.33'
N
63'08'43"
E
BL7
260.23'
S 86'18'18"
E
BL8
52.17'
N
5944'46"
E
BL9
181.04'
N
25'09'48"
W
BL10
95.66'
N
16'43'56"
E
BL11
363.17'
N
70'59'05"
E
BL12
178.07'
S
83'57'10"
E
BL13
118.27'
S
62'59'32"
E
BL14
68.80'
N
88'02'05"
E
BL15
90.38'
N
15'35'39"
E
BL16
81.40'
N
03'05'01"
E
BL17
53.93'
N
48'54'35"
E
BL18
80.30'
N
85'30'1 e
E
BL19
168.99'
S
73*1V32"
E
BL20
55.12'
S 88'49'33"
E
BL21
91.00'
N
22 37'49"
E
BL22
112.94'
IN
22'48'49"
W
BL23
103.84'
N
23'30'00"
W
BL24
105.98'
N
33'00'00"
E
BL25
146.53'
N
77'30'00"
E
Boundary
Line Table
Line #
Length
Direction
BL26
124.44'
S
89'00'00"
E
BL27
215.47'
N
62*30100"
E
BL28
242.05'
N
86'30'00"
E
BL29
j 137,72'
N
4430'00"
E
BL30
201.74'
N
7530'00"
E
BL31
84.31'
N
37'00'00"
E
BL-32
123.94'
N
20'30'00"
W
BL33
109.64'
N
83'30'00"
W
BL34
112.64'
S
78'30'00"
W
BL35
51.34'
N
46000'00"
W
BL36
103.89'
N
03'00'00"
E
BL37
99.40'
N
32`30'00"
E
BL38
83.62'
N
74'30'00"
E
BL39
117.81'
S
62'00'00"
E
BL40
125.65'
N
61'00'00"
E
BL41
27.53'
N
12'00'00"
E-
BL42
372.30'
S
68'12'10"
E
BL43
460.86'
S
3411'41"
W
BL44
831.77'
S
63'20'55"
W
BL45
58.52'
S
48'07'43"
W
BL46
542.09'
S
49'51'01"
W
BL47
187.5T
S
71'32'38"
E
BL48
119.65'
S
00'39'59"
W
BL49
50.00'
S
897WOV
E
BL50
32.96'
S
00'40'00"
W
Boundary Curve Table
Curve #
Length
Radius
Chord
Chard Bearing
Delta
BC1
55.36'
50.00'
52.57'
S 27'36'54" E
63*26'14"
BC2
20.94'
20.00'
20.00'
S 29'20'01" E
60'00'00"
BC3
70.18'
55.00'
65.51'
S 0031'15" W
73 06'32"
13134
1 69.39'
725.00'
69.36'
N 86-36'54" W
5'29'Ot"
LOCATION MAP / KEY MAP
N.T.S.
Boundary
Line Table
Line a
Length
Direction
BL51
50.61'
S
46'35'59"
E
BL52
126.88'
S
0013'03"
W
BL53
128.03'
S
00*13.03'
W
BL54
564.71'
S
0038'35"
W
BL55
831.55'
N
89'21'25"
W
BL56
13.49'
N
3552'41"
W
BL57
71.33'
1 N
77-48'15"
W
Easement
Line Table
Line #
Length
Direction
L1
63.08'
S
72"19'17"
E
L2
121.05'
S
39'26'40"
E
L3
100.13'
N
90'00'00"
E
L4
15.00'
S 00'00'00"
E
L5
100.13'
N
90'00'00"
W
L6
121.05'
N
39'26'40"
W
L7
63.06'
N
72'19117"
W
L8
62.75'
N
72'22'20"
W
L9
344.32'
S
68'12'08"
W
L10
15.00'
N
21'47'52"
W
L11
344.32'
N
6812'08"
E
L12
62.75'
S
72'22'20"
E
Easement Curve Table
Curve #
Length
Radius
Chord
Chord Bearing -
Delta
C1
44.47'
77.50'
43.86'
S 55'52'53" E
32'52'25"
C2
55.15'
62.50'
53.38'
S 64'43'20" E
50033'20"
C3
68.38'
77.50'
66.19'
N 64'43'20" W
50'33'20"
C4
35.86'
62.50'
35.37'
N 55'52'53" W
32'52'25"
C5
43.01'
62.50'
42.16'
S 87'5454" W
39'25'32"
C6
53.33'
1 77.50'
52.28'
N 87'54'54" E
39-25'32"
D21-0058
FINAL PLAT
/ "'3 7 - 9 es 8 n� 7 R 6 sg 5 4 taa�; 3 pRg 2 g
FEMA Roadway :, N am' S ^ g ^ g $ ^ _ ^ 8 ^ _ - g 1 ^ 8 ,8 17 6 ,5 g���®�T� -JLX
RANCH PHASE iD & 7I1[
54.224 GROSS ACRES 50.647 ACRES NET
E 11 $$ 106.6Y 71.00 71.00 71.00 71.E 71.00 71.00 79.00' 8300' --- - WIND50NG RANCH !
f PHASE 7C OUT OF THE
p i 66.67 71.00' 71.00' 71.00' 212 71.00' 71.00' T1.00' 71.00' 71.00' DOC NO. 2.021 4 51
40' UTRWD Esmk � / � 1 N aT _� ^ N 892125' W
By Sep. Dx 20� 2344 ,I _5. u.. w W W W W W W W W W 3 J. TEETER SURVEY ABSTRACT 1262
6 ^$ ^g ,$ Mg �s � Z' $ 4
t o r ry $ 13 e�8 14 So 15 ^" 16 g S �o 22 0
3 n 18 is 20 n 21 �, 1 2 3 s s L. RUE SURVEY ABSTRACT ll10
12 -s - ^ s ^ s o s ^ s P.R. RUE SURVEY ABSTRACT 1555
/ L 20' BL z -25' BL z 30' BL z• BL z 30' BL z z 30' BL z 25' BL z z 25' BL "'
Exist 15' Drainage _ n _ - - - - - - - 5 U.E 5 sae - - 20' BL - - - 20' BL - -
VP VJindsong Inveetmerrts LLC Esmt I B® Jr7 -=321r _---- 7fm.3r-=-=71.00-= _= n.00 004==�t.00t-=- = 71.00` _-=.71.ao`==7100`= _= 7i.a0�= --- --------------
Doc.- - --- _ - --__ _ TOWN OF PROSPER
// ---- --------- -- ---
No.20t8 t42926OPRDCT SiT41'28'E - 308. 2' I BL56 BG4 BL55 1/21RF
To southeast c0m� OLD 1�0 LANE 01 DENTON COUNTY, TEXAS
7 of P.R. Rue Survey I POINT OF
Abstract No.1?55--------------------------------------------- - ----- OWNER/APPLICANT ENGINEER/SURVEYOR
I BEGINNING
l I it WINDSONG RANCH O WINDSONG RANCH VP WINDSONG OPERATIONS, LLC Spiars Engineering, Inc.
( /+ PHASE 7F PHASE 7E 130 N. Preston Road, Suite 130 765 Custer Road, Suite 100
Doc. No. 2022-191 Doc. No. 2022-191 Prosper, Texas 75078 Plano, TX 75075
too -Year / i %''; J. TEETER SURVEY A(iST. N0.1262 p ; Telephone (469) 532-0681 Telephone: (972) 422-0077
Ultimate Conditions / -��--� ,�,� eRe - �� - n
C X-Y-AT5&6UR. T,-NtX45W < „ Contact: David Blom TBPE No. F-2121 / TBPLS No.
Floodplain (Proposed) / - -- p - '�'-
/ tIC i if ,\ i F-10043100
ill li-Z 1 ii i1 36 30 Contact: Matt Dorsett
1 38 37
Sheet 1 of 3 1
Filed for Record
in the Official Records 01:
Denton County
On: 6/21/2022 12:01:30 PM
In the PLAT Records
WINDSONG RANCH PHASE 70 &'
Doc Number: 2022-232
Number of Pages: 3
Amount: 150.00
Order#:
By: AZ
Scale: 1" = 100' June, 2022 SEI Job No. 21-109
00 0 50 100 200
••
Rear Property Line
25' Rear BL T .)
I (20' r/30' Front BL)
I —
TSlde 1--ride
I I S`thock I- I I IW °d
r sue --.-I or sde
sr�I ISelxwkI I
20. 25' & 30' Front
--- '-I -i-.-55 SO.E — -�---
Front Property Line
STANDARD LOT DETAIL FOR
LOT TYPE A. B. C & D
Rear Property Line
m
C
J
F
Q.Li~ O
c Y O
c
ti Side BL = Front BL
Front Property Line
STANDARD KEY LOT DETAIL
Lot Area Table
Lot #
Block #
5g)are Feet
Acreage
Lot Type
40
E
10,740
0.247
C
41
E
9,880
0.227
8
42
E
9,880
0.227
B
43
E
9,880
0.227
B
Open Space Area Table
Lot #
Block #
Acres
1
X
0.693
2
X
0.710
3
X
0.493
4
X
6.684
5
X
28.077
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
J
12,836
0.295
C
2
J
9,880
0.227
8
3
J
9,880
0.227
B
4
J
9,880
0.227
8
5
J
9,880
0.227
B
6
J
13,176
0.302
C
7
J
12,457
0.286
C
8
J
13,304
0.305
C
9
J
11,481
0.264
C
10
J
9,880
0.227
B
11
J
9,880
0.227
B
12
J
9,880
0.227
B
13
J
9,880
0.227
B
14
J
11,065
0.254
C
PHASES 7D, 7H
59 LOTS DEVELOPED TO PD-40 STANDARDS
Lot Area Table
Lot #
Block #
5quore Feet
Acreage
Lot .Type
1
K
9,843
0.226
B
2
K
9,880
0.227
B
3
K
9,880
0.227
B
4
K
9,880
0.227
B
5
K
9,880
0.227
B
6
K
9,880
0.227
B
7
K
11,587
0.266
B
8
K
12,589
0.289
C
9
K
9,880
0.227
B
10
K
12,881
0.296
C
11
K
11,419
0.262
C
12
K
9,230
0.212
B
13
K
9,230
0.212
B
14
K
9,230
0.212
B
15
K
9,230
0.212
B
16
K
9,230
0.212
B
17
K
9,230
0.212
B::]
18
K
9,193
0.211
B
54.224 ACRES (1,09 UNITS/ACRE)
AVERAGE LOT SIZE = 10328.89 SF
5 OPEN SPACE LOTS
Lot Summary 71) 7H Total
Type B (Min. 9,000 SF) 26 19 45
Type C (Min. 10,500 SF) 4 10 14
Open Space 2 4 5
Total 32 32 64
SB0093A G019 S05*9 S17*9 C48
747291 A1262A.J1TEETER, TR 3A, 22.300AC/PART
964755 - A1262A J TEETER, TRM(1), 3.179AC/PART
98371.7- A1262A J TEETER,-TR3A(2), 9.00AC/ALL
983718 - All 1 OA L RUE, TR 4A, 10.6AC/ALL
983719 - A1262A J TEETER, TR 1 A(1), 10.53AC/ALL
983720 - A1555A PR RUE, TR 2B, 5.4AC/PART
/SL215
Lot Area Table
Lot #
Block #
5ga0re Feet
Acreage
Lot Type
1
L
9,381
0.215
B
2
L
10,184
0.234
B
3
L
9,230 ,
0.212
B
4
L
9,230
0.212
B
5
L
9,230
0.212
B
6
L
9,230
0.212
B
7
L
9,230
0.212
B
8
L
9,230
0.212
B
9
L
11,286
0.259
8
10
L
12,901
0.296
C
11
L
9,230
0.212
8
12
L
13,815
0.317
C
13
L
11,248
0.258
C
14
L
9,230
0.212
B
15
L
9,230
0.212
B
16
L
9,230
0.212
B
17
L
9,230
0.212
B
18
L
9,230
0.212
8
19
L
9,230
0.212
B
20
L
9,230
0.212
B
21
L
9,230
0.212
B
22
L
9,230
0.212
B
E3L41
33
Lot Line
Table
Line #
Length
Direction
L1
14.14'
N
62'37'40"
E
L2
14.14'
S
27'22'20"
E
L3
14.14'
S
6217'40"
W
L4
14.14'
S
27'22'20"
E
L
15
N
4539'17*
E
Centerline Line Table
Llne # Length Direction
L6 47.46' N 00'39'59" E
L7 44.15' N 72'22'20" JW
L8 47.83' N 72-22'20"
Lot Curve Table
Gvrve #
Length
Radius
Chord
Chord Bearing
Delta
C1
62.03'
39.50'
55.85'
N 4539'18" E
8958'36"
C2
17.45'
20.00'
16.90'
S 65'38'45" W
49'59'41"
C3
17.45'
20.00'
16.90'
S 64'21'34" E
49'59'41"
C4
17.45'
20.00'
16.90'
S 65'38'45" W
4959'41"
C5
17.45'
20.00'
16.90'
S 64'21'34" E
49'59'41"
C25
25.95'
30.00'
25.15'
N 2525'38" E
49'34'06"
226
25.95'
30.00'
25.15'
N 24'08'27" W
49'34'06"
Centerline Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C6
46.33'
500.00'
46.31'
N 14-58'24" E
5-18'32"
C7
88.93'
300.00'
88,61'
N 80-51'52" W
16 59'05"
C8
88.93'
300.00'
88.61'
N 80'51'52" W
16'59'05"
C9
28.12'
50.00'
27.75'
N 33'44'20" E
32'13'21"
C10
35.60' 1
50.00'
34.85'
N 70'14'48" E
40'47'34"
/0' UTRVM E!
By Sep. Doc.
/
FEMA Floodway
1
I/ ---
30 Ok
/p���/
8i Exist. 15' Drainage EsmtVY--
Prosper Oaks LP Doc. No 00
j 11
Doc. No. 2021-187834 OPRDCT ' ♦ #*
0 / /
Exist. zD• Willy Esm40
t.
/
♦ / / /�
10
12
�♦ / \
lop
2� East 15' Dramp Eant `\J / _ _ /i,
��• Doe. Ka. 2021-226769 - ♦ \>\ _ - q '% - 9 - - -
i
BL26 ..�I��i"��!�, 24 13 i
8�2� ♦ / / Qom` / 8
Exist 16UNIty Ent I II - Il
/ 23 14 (1 Lot 5, Block X ^ � , u „ 7
28.077 Ac. Drainage & Floodway w / / PROP05Eo
Easement WIND50NG RANCH -
25 ii i, PHASE715 / „ 15 II
22 i i 6
26 i i 21 16 i f'
tnn-Yonr Ultimate — — — — — j'it
Conditions Hoodplain - - - -
♦ 20 17 1i 1
I I � I I I • �■ �■ �,`. 1� �29 28 27. i I I I ; 4
MATCHLINE SEE SHEET I / •♦♦/ 1// %
� \ 33 32 --- -
LOCATION MAP / KEY MAP
N.T.S.
LEGEND
(Not all items may be applicable)
D
1/2" IRON ROD WITH PLASTIC CAP STAMPED
"SPIARSENG" SET, UNLESS OTHERWISE NOTED
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
IPF
IRON PIPE FOUND
AMF
ALUMINUM MONUMENT FOUND
CM
CONTROL MONUMENT
Esmt.
EASEMENT
Util.
UTILITY
DE
DRAINAGE EASEMENT
DUE
DRAINAGE AND UTILITY EASEMENT
UE
UTILITY EASEMENT
WE
WATER EASEMENT
SSE
SANITARYSEWER EASEMENT
SE
SIDEWALK EASEMENT
STE
STREETEASEMENT
WME
WALL MAINTENANCE EASEMENT
HBE
MIKE & 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
!�
BLOCK DESIGNATION
STREETFRONTAGE
*
KEY LOT
Cob.
CABINET
Vol.
VOLUME
P9•
PAGE
No.
NUMBER
FEMA
FEDERAL EMERGENCY MANAGEMENT AGENCY
FIRM
FLOOD INSURANCE RATE MAP
InsL/bm
INSTRUMENT OR DOCUMENT
DROCT
DEED RECORDS, DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON COUNTY, TEXAS
OPRDCT
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
PHASE BOUNDARY -
NOTES:
1. Selling a portion of this addition by metes and bounds is a violation of Town
ordinance and state low 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 "SPIARSENG"
set unless otherwise noted.
3. All development will comply with Town of Prosper PD-40 Requirements.
4. All 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 9.31.
6. Lots 1-5, Block X to be used for sidewalks, trails, and landscaping.
Easements for these uses are granted by this plat.
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. Key Lot fencing restrictions exist on this plat.
13. Finished floor elevation shall be at least 2' above the 100-year floodplain.
14. Lots backing to the floodplain shall have a 25' minimum rear setback.
15. Lots siding to the floodplain shall have a 15' minimum side setback adjacent to the
floodplain.
16. 3.577 acres of right-of-way being dedicated by this plat in fee simple.
17. Lots 4-5, Block X to be used for surface runoff. Drainage Easements for this use
are granted by this plat.
18. Residential lots that are allowed to back or side to the Base Floodplain and/or open
space lot shall have on ornamental open metal fence along the rear and side of the
lots. The lot owner is responsible for the maintenance of the fence.
D21-0058
FINAL PLAT
V V JlNJIL -)fS®N� IRAN H P"HASE 7D WV I H-
54.224 GROSS ACMES, 50.647 ACRES NET
OUT OF THE
J. TEETER SURVEY ABSTRACT 1262
L. RUE SURVEY ABSTRACT 1110
P.R. RUE SURVEY ABSTRACT 1555
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/TBPLS No.
F-10043100
Contact: Matt Dorsett
Scale: 1" = 100' June, 2022 SEI Job No. 21-109
Sheet 2 of 3
OWNER'S CERTIFICATE
SURVEYOR'S CERTIFICATE
LIEN HOLDER:
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS VP Windsong Operations LLC is the owner of a tract of land situated in the J. Teeter
Survey, Abstract No. 1262, L. Rue Survey, Abstract No. 1110 and the P.R. Rue Survey, Abstract No.
1555, Town of Prosper, Denton County, Texas, being a portion of tracts conveyed by deeds recorded
in Doc. No. 2021-53914, Doc. No. 2020-191377, and Doc. No. 2021-142229 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 stamped "SPIARSENG" found in the northwest corner
of
Windsong
Ranch Phase 7F;
THENCE
the
following course
and distance along boundary of a tract conveyed to VP Windsong
Operations
LLC
as recorded in
Document No. 2021-142229 (OPRDCT):
N
79-11.44"
W,
761.64 feet
N
25-44'58"
E,
336.71 feet
N
06'16'07"
E,
65.76 feet
N
36-44.09"
W,
241.21 feet
N
14'42'04"
E,
100.91 feet
N
63-08'43"
E,
102.33 feet
S
86-18'18"
E,
260.23 feet
N
59-44'46"
E,
52.17 feet
N
25-09'48"
W,
181.04 feet
N
16'43'56"
E,
95.66 feet
N
70'59'05"
E,
363.17 feet
S
83*57'10"
E,
178.07 feet
S
62'59'32"
E,
118.27 feet
N 88-02-05"
E,
68.80
feet
N 15-35-39"
E,
90.38
feet
N 03'05'01"
E,
81.40
feet
N 48'54'35"
E,
53.93
feet
N 85'30'14"
E,
80.30
feet
S 73'12'32"
E,
168.99
feet
S 88'49'33"
E,
55.12
feet
N 22'37'49"
E,
91.00 feet
N 22'48'49"
W,
112.94 feet
N 23-30'00"
W,
103.84 feet
N
33'00'00"
E,
105.98
feet
- N
77'30'00"
E,
146.53
feet
S
89'00'00"
E,
124.44
feet
N
62'30'00"
E,
215.47
feet
N 86'30'00" E, 242.05 feet
N 44'30'00"
E,
137.72
feet
N 75'30'00"
E,
201.74
feet
N 37'00'00"
E,
84.31 feet
N 20'30'00"
W,
123.94
feet
N 83'30'00"
W,
109.64
feet
S 78'30'00"
W,
112.64
feet
N 46'00'00"
W.
51.34
feet
N 03'00'00"
E,
103.89 feet
N 32-30-00"
E,
99.40 feet
N 74'30'00"
E,
83.62 feet
S 62'00'00"
E,
117.81 feet
N 61'00'00"
E,
125.65 feet
N 12'00'00"
E.
27.53 feet
S 68'12'10"
E,
372.30 feet to a 1/2"
iron rod with a yellow
cap stamped "SPIARSENG"
set;
THENCE along the west line of Proposed
Windsong Ranch Phase
7B, the following:
S 34*11'41"
W,
460.86 feet
S 63'20'55"
W,
831.77 feet
S 48'07'43"
W,
58.52 feet
S 49'51'01"
W,
542.09 feet to a 1/2"
iron rod with a yellow
cap stamped "SPIARSENG"
found;
S 71-32'38"
E,
187.57 feet to a 1/2"
iron rod with a yellow
cap stamped "SPIARSENG"
found;
THENCE around
a non -tangent curve
to the right having a
central angle of 63'26'14",
a radius of
50.00 feet,
a chord of S 27'36'54" E
- 52.57 feet, an arc
length of 55.36 feet;
THENCE around
a compound curve to the right having a
central angle of 60'00'00",
a radius of
20.00 feet,
a chord of S 29'20'01" E
- 20.00 feet, an arc
length of 20.94 feet;
®I
S 00'39'59"
W,
119.65
feet
S 89'20'01"
E,
50.00
feet
S 00'40'00" W, 32.96 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set;
S 46-35-59" E,
50.61 feet
S 00'13'03" W,
126.88 feet to a 1/2"
iron rod with a yellow cap stamped
"SPIARSENG" found;
THENCE along
the west line of Windsong Ranch Phase 7C as recorded in
Document No. 2021-461
(OPRDCT)
S 00'13'03" W,
128.03 feet to a 1/2"
iron rod with a yellow cap stamped
"SPIARSENG" found;
THENCE around
a non -tangent curve
to the left having a central angle
of 73'06'32", a radius of
55.00 feet, a chord of S 00'31'15" W
- 65.51 feet, an arc length of 70.18 feet;
S 00-38'35" W,
564.71 feet to a 1/2"
iron rod with a yellow cap stamped
"SPIARSENG" found;
THENCE along the northern line of Old
Red Lane, a 50 foot Right -Of -Way,
the following:
N 89'21'25" W,
831.55 feet to a 1/2"
iron rod with a yellow cap stamped
"SPIARSENG" set;
THENCE around
a tangent curve to
the right having a central angle of 05'29'01", a radius of
725.00 feet, a
chord of N 86'36'54"
W - 69.36 feet, an arc length of 69.39 feet to a 1/2" iron
rod with a yellow cap stamped "SPIARSENG"
set;
N 35-52'41" W,
13.49 feet to a 1/2" iron
rod with a yellow cap stamped "SPIARSENG"
set;
N 77-48'15" W,
71.33 feet to the POINT
OF BEGINNING with the subject
tract containing 2,362,001
square feet or
54.224 acres of land.
NOW THEREFORE, KNOW ALL MEN BYTHESE PRESENTS:
THAT VP Windsong Operations LL 'n we r b and through its dui r' r actin herein authorized offices does hereby certify
g P � ,
9 Y 9 Y Y Y
and adopt this final plat designating the herein above described property as WINDSONG RANCH PHASE 7D & 7H 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 Collin County, Texas, this 1 0 day of J L� flue, 2022.
VP Windsong Operations LLC
A Delaware Limited Liability Company
By. 7
'D.-Craig Martin,�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
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
expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the (C) day of JllM4_ 2022.
V V U LLIA]��� `�a�wy'p�e� MELISSA BRYSON
ri.` _Notary Public, State of Texas
Notary Public, State of Texas Comm, Expires 09-09-2023
9
Notary ID 132163031
That I, Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and the
field notes made a part thereof from an actual and accurate survey of the land and that the corner
monuments shown thereon were properly placed under my personal supervision, in accordance with the
Subdivision Regulations of the Town of Prosper, Texas.
Dated this the day of _J'V hE 2022.f+
v
DARREN K. BROWN
A 5252 r �
<9 �aFessta�y� da en.brown®
DARREN K. BROWN, RPLS 5252IF spiarsenginee ng.cam
STATE OF TEXAS §
COUNTY OFCOLLIN §
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 day of _Myle/ . 2022.
�j� Faith SOurbe
` My Commission Expires
is 8111/2y025
Notary Public, State of Texas 133Ya3o s
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: II of Lot 5 Block X as shown on the plot is called "Drainage and Floodway Easement and is
A py
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.
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.
TEXAS CAPITAL BANK, a Texas state bank formerly known as Texas Capital Bank, N.A.
By. rl
Vice President
STATE OF TEXAS §
COUNTY OF HARRIS §
BEFORE ME, the undersl'ed, a Notary Public in and for The State of Texas, on this day
personally appeared !vim ptj�,.-F a , 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 -d- day of 2022
Notary Public, State of Texas
LESLEY CELESTINE THOMAS
trn nra �.
• �08 Notary Public, State Of Texee
•,' •+�? Comm. Expires 08-18.2025
Notary ID 129474000
CERTIFICATE OF APPROVAL �/ rJ
Approved this J �da of IW Z'
Y
the Town of Prosper, Texas.
Town Secretary
Enginee g Department
Planning Department
D21-0i058
FINAL PLAT
TEXAj
54.224 GROSS ACRES, 50.647 ACRES NET
OUT OF THE
J. TEETER SURVEY ABSTRACT 1262
L. RUE SURVEY ABSTRACT 1110
F.R. RUE SURVEY ABSTRACT 1555
TOWN OF ]PROSPER
DENTON COUNTY, TEXAS
OWNER/APPLICANT ENGINEER / SURVEYOR
VP WINDSONG OPERATIONS, LLC Spiars Engineering, Inc.
130 N. Preston Road, Suite 130 76S 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
Sheet 3 of 3
June, 2022 SEI Job No. 21-109