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Abandoned By This Plat
:
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+ 26
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15
-WIND50NG KANCH 21 I I
PHASE 2D-2 I I I
I I' Doc. No. 2018-87 PRDCT
PD-40 I
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24
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Access Easement To Be
-- Abandoned By This Plat \
18 l
0 860.69 S.F R.O.W. To Be Abandoned
By This Plot (699.87 S.F. In Lot 3,
Block X & 160.82 S.F. In Lot 7,
Block B) 107 U.E.
'rl /
19
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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 8
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
-4180-
STREET NAME CHANGE
0
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
OPROCT I
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
2
POINT OF COMMENCING -...
CORNER OF C. SMITH
SURVEY, ABSTRACT NO.
1681
Zoned. PD-40
4
5
5
0
0
II
',
i
' - - - - -
-
- 154.78 S.F. R O.W. To Be Abandoned--
-
I
I
B This Plat 42.41 S.F. In Lot 8, Block A
112.37 S.F. Lot 9, BLock A)
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I 111 Block X 20' BL - � -5.71 5' U.E. Variable Width Access Easement f - - - - - - - - - - - - - - - - - - -
LLI
---- --------------
5' U.E. z Julia J. GrayTrust
S891 S54'W -+ 12 By Separate Document a
620' 39.11' r-2289 -- fi2t10 - - -
---E20'-------fi200'---- ---� '---- --� '---- --- ---- '#�--- w 2018-16182 Doc No 2008-50523OPRDCT
N89'03'54"E _ J h To .
T- --- i015 W.M.E. `_e--- - - AtLLEPY /fir- - - i To Be Abandoned By
10' W.E. 10 1 K� 34 �709 2-2-0& 2-2- 23.W 33.08 i - �2310' 22�.W 23.. 23.9(� 04L� - 22M' -2-09 23 19i5 IZA Ir I This Plat
UI
6
.15
.15
2.
I
I - - I i 2�� - - - - - - i 33.0' - - 10' BL 5' U.E II 133.04' 5' U.E. o J 1
---- S8903'54'W 1 i Lot 2 W I
1 1 2' S.U.E ^1 N
�1- ----- 101.11' 5' U.E. 10' A.E. �► t
'�3� I t0' A.E. i I ,,,
t4.i4' m Block X „ 3 m
5' U. ^ 2' S.U.E. 11 5 (i I I 25' Teel P rkWay
51.83 0 -
/ L o o` o` o o n o' o' o` o' o� o f ROW j l LSCP 120' Ultimate ROW
`B �I �' 12 13 14� 15� z 16 17 18� 19 20 21� Z 22 23 24 25 2fi Z 27 ii 25' 25' I ESMTii
J� o o i 5 I 5'
C5 '',`� u, m 5' U.E. I- - 5 U.E. �-- 5' U.E.
Lf7.8\ _ , - =I 247' i i T B i 12 S U.E. Jl
V E. I 16 = _ 4.fi4'
4g3S\
12.87' - V.E. 3754' _ __ _ R05EMONT DRIVE S89'03'WW _ _ _ _ _ �s ! Ldt 6,
` ' 71.31 - - - 166.77' _ _ 208.34' 1g�2 i Blcjck X,
2' S.I.I.E. 2' s.u.E ems_ , ! ti 1
I
it 1 6.15' -
5 U.E 1 !� "� __��tr=---=-
° 10' BL 9143' 2' S.U.E. 10 BLS 2' S.U.E. 10' BL U 10' BL 2.29'
2 / SL r X' 2.92' Ssg�l' 5' U.E. 5 U.E. 57 58
1038 9.70' 43• 29
1' 12.30' / 28 f 100.0' 9 16 I `T 10.00' 100.00
3 1015? I S I I 56 59
y 10' A.E./p3?6' / $ 64' 27 3 1 0 00 � 100.00' 100.00' IN �
4 h / l 10p�" 31 1I 55 J� 60 S 1
26 1D0.00' y� 5 U.E. 100.00' m`� 100^00'
N8939'16'E I i 1
32 I� � � 10'A.E. �* � fit �, m � I (
54 _
101.5lw.6t1 -- E-----ipD.frp`-- -ol- ZI i LSCP
"60 5' U.E
N�17735>W /w l,�;8�'6g1W 4�J 1 IE.S. MT0A.E.33 189!59F84
U.E. I1076 61 J OA.E. 62 33.045'UE
100.00, S' I.I.E. I4 V17i `100.00'
I_m I 3
>N71 7 Z� 33.04'� 34 30' I Q
7�33.04' 52 83 d'
0' KE. 100.00' 5' U.E. �'�I I 100.00' R. 0 100.00' I R W I I� Q
` ' `o
o o „ 0b 15' 15' I j Q
1S' / 35 0 I 51 O 64 I 3 I= r
fir. 4E RW 22 �o I H
l00 100.00' w = � `t' 100.00 100.00 lu V
Li29 i lg' 1 N l " 0p I N8959'16'E S89'58'34'W 3 I = CV - p
5 50 65 Q N o 4 �S
r of 3 ? 21 36I I
IOCk X . 7' BL L _ 7' BL "� - _7' BL I s� '� I (V (j (%I D
Ng 101 C�3 ,1 �> l �` $ 89�143"£ - - � - - j I R W I T TOO' - T600 - fib Z1" i 1 J J � �-
9al, t% ( �Q 20 _ I , 1 1� �p Z O
S.U.E. / J, --100.D0' - S D 1 15' 15 - - �.� - -- 1AOA0.- - 5' U.E. I (i W
8 �0�- �Bl �' 7' BL - N69'59'16"E 7' BL 7' BL S89'5834 W
-5' U.E. OX10 U.. 37 66 1 ~ AL U
I H �I 49 � � O I 1
10014' l ' ss9 '0poo' B 100.00' , QL 100.00' 100.01Y ' 1 N 14 p
39' 5' U.E. ti "�14 15' D.E. �I b I 1
100�. q,^�� c� 5' U.E. 19 T e1 131�, 38 5' U.E. 1 6 g 1 5' U E. 48 m M 100.00'
6 i 1 5' U.E.
/ ' o �• ' 1 100.00' tJ ( 100.00' hI _
10 =�� m7! �00' J S89'59'16'W 3 �, W fi8 m >_= ..
10000' m p 1D' A.E. I -1 �1 47 18 � 2N
17,V, 39 `7" tD0p00' 100.00 ( ,
m z N 69
46 7 5' I.I.E. Y5
r ` 1 0p / 1p0�_ -- - -- - C3 �0 1000' 100.00' I LSCP
12 R`)�J / o m 40 745
n� S8958'34"W
4I ESMT I
Lot , 1 12,56' I
N6g� 00' l0p 16 3 N 100.00, 33.04' 1 � 1 0.00 70
11.42' 13 i � Block X 8 7041 O° t 1 ( N89'59'16'E _ 7' BL 4.84' 1
�-W/ N8g�1 Tt
00' 10.0' 1 44 C44 m y
J
m\ 43"W 42 I 6I & � Lot 5, 7.39'
( 14 10.00' Y'L 165.91~ 2' S.U.E.
U.E. Block X O
10' BL _ 5' U.E. S89159'16"W 1 \ N 741211'E
_ 2' S.U.E. 43 J 9
10' BL _ _ 8:6T` _
V -- --- 'CB76.17' _ 140.0i iI
e
C10 1 - - N89'58'34E
AccessEa ' _--2579=- E
PINE LEAF LAN „ so_5�' N
Abandoned ent To Be _ N89'59'16 E 33.6T
j
ay % - - --
�� Plat iD4.90' C9 " �o.2a' -�, Lo+ - 6-13t,_ _ ��,6 I
2 S.J.E
G UE dlnrl' X
2' S U.E
Io' A.E�, , �i 5 U.E. 2' S.U.E.
U.E. r
302.26'
42.0D-3304'22D 22 00- 33 n nA�9 nn .n inn
10' A.E
rV
MATCHLINE - 5EE SHEET 2
Rear Property Line
(20 Bear BL t BL))
I (20 w 30' Front BL) I
I-- 8' Sale i� 8' side
I I s I I Se&d
o I o I I o
Er Sid 8 S&
Sao* I I SeUmckI I
Frant 81.
Front Property Line
STANDARD LOT DETAIL FOR
LOT TYPE A. 13, C. & D
Boundary
Line Table
Line #
Length
Direction
BL1
25.40'
S
03'50'17"
E
BL2
110.91'
S
05'08'56"
W
BL3
74.99'
S
00'01'26"
E
BL4
35.37'
S
44'58'55"
W
BL5
14.14'
N
45'00'44"
W
BL6
50.00'
S
89'59'16"
W
BL7
15.16'
S
40'40'52"
W
BL8
101.90'
N
81'21'23"
W
BL9
122.00'
N
69'52'08"
W
BL10
14.10'
N
25'01'14"
W
BL11
102.34'
N
20'08'07"
E
Easement
Line Table
Line #
Length
Direction
L128
69.35'
S
43'42'07"
E
L129
17.96'
S
69'51'43"
E
L130
17.96'
N
69'51'43"
W
L131
59.56'
N
4342'07"
W
L2
24.90'
S
72'03'52"
E
L133
10.01'
S
20*41'16"
W
L134
23.91'
N
72'03'52"
W
2' Utility Ease=ent Rear Property Una
20' Garage I I 1 110' Main Building
17' Property Une
15', la•, r, n I I
Sala Semack
I I I I
II.- I I I I I:
I I o I I�
I I I I
I I I I
Front BL
5' Utility Easement 2Y Min'
2' Sidewalk Easement Front Property Line
TYPICAL LOT DETAIL- TO` M tOME
(Min. Lot Area 2,000 SF)
LOCATION MAP
N.T.S.
Boundary
Line Table
Line #
Length
Direction
BL12
14.18'
N
44'54'29"
E
BL13
0.73'
N
89'03'54"
E
BL14
50.00'
N
00'56'06"
W
BL15
0.50'
S
89'03'54"
W
BL16
14.14'
N
45'56'06"
W
BL17
178.00'
N
00'56'06"
W
BL18
14.14'
N
44'03'54"
E
BL19
14.50'
S
47'23'11"
E
BL20
66.90'
S
03*50'17"
E
BL21
13.50'
N
8959'16"
E
BL22
76.53'
N
86'09'43"
E
60 0 30 60 120
1 inch = 60ft.
Basis of bearing: State Plane
Coordinate System, North Texas
Central Zone 4202, North American
Datum of 1983. Adjustment
Realization 2011.
Boundary Curve Table
Gurve #
I Length
Radius
Chord
Chord Searing
Delto
BC1
1.57'
121.70'
1.57'
S 00'00'44" E
0-44'19-
BC2
9.94'
200.00'
9.94'
S 78'31'05" W
2'50'51"
BC3
75.22'
200.00'
74.78'
S 87'52'08" W
21'32'57"
BC4
200.44'
661.00'
199,68'
N 72'40'09" W
17'22'29"
BC5
303.97'
900.00'
302.53'
N 10'27'34" E
19'21'06"
PHASE 2C-2
163 RESIDENTIAL LOTS DEVELOPED TO PD-40 STANDARDS
9 OPEN SPACE (HOA) LOTS
21.441 ACRES (7.60 UNITS/ACRE)
AVERAGE LOT SIZE = 5,724 SF
Easement Curve Table
Gurve #
Length
Radius
Chord
Chord Bearing
Delta
C42
28.53'
62.50'
28.29'
S 56'46'52" E
26'09'29"
C43
35.38'
77.50'
35.08'
N 56'46'52" W
26'09'29"
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. All corners are 1/2 inch iron rods with red plastic caps stamped "SPIARS ENG RPLS
5252" unless otherwise noted.
3. All development will comply with Town of Prosper PD-40 Requirements.
4. The thoroughfare alignment(s) shown on this exhibit are for illustration purposes and
does not set the alignment. The alignment is determined at time of final plat.
5. All open space areas, Lots 1-9, Block X, to be owned and maintained by the H.O.A.
6. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance
Section 9.3.F. for Lots 1-9, Block A.
7. All fences adjacent to open space shall be ornamental metal.
8. Lots 1-9, Block X to be used for sidewalks, trails and landscaping. Access
easements for these uses are granted by this plat.
9. No transformers or utility pedestals shall be allowed in the sidewalk and utility
easement or landscape easements.
10. 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.
11. This plat is subject to the additional residential zoning standards outlined in ordinance
15.55.
12. All landscape easements must be exclusive of any other type of easement, with the
exception of perpendicular crossings, unless otherwise approved by Town Council.
Sidewalk along Teel Parkway is granted use of 25' landscape easement by this plat.
13, No 100-year floodplain exists on the site.
14. No trees exist on the site.
15. Lots 1-5 and 7-9, Block X to be used for surface runoff. Drainage easements for
this use are granted by this plat.
D18-0136
FINAL PLAT
114
21.441 ACRES OUT OF THE
C. SMITH SURVEY ABSTRACT. No. 1681
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: Taylor Blanchard
October, 2019
SEI Job No. 18-132
Sheet 1 of 3
0
J
_-
,WIND50NG RANCH --.-
PHASE 2D-1 - a
/
Doc. No. 2016-168 PRDCT �!/)
Zoned: PD-40 l
w-
�r
7 � � CO G� �
o
8.07
5' U.E.
-,�' Lot 7, o
- W rn
Block X 13
Z
'K"/ -�
� I
Access Easement To Be h
Abandoned By This Plat
11.25
5' U.E. 2 3
.80,
\ \14 .6T- -
\ \ y 12 �� 3
2' S.U.E. "
5' U.E.
\� BG�i BL
Lot Line Table
Lire #
Length
Direction
L1
14.21'
S
1819'06"
W
L2
15.80'
S
83'03'54"
W
L3
15.45'
S
8456'06"
E
L4
14.12'
S
18'32'54"
E
L5
14.25'
S
4431'14"
W
L6
14.49'
N
62'30'02"
W
L7
18.80'
N
06'56'06"
W
L8
12.94'
S
05'03'54"
W
L9
12.88'
S
87'58'40"
W
L10
22.03'
S
30'56'08"
E
L11
18.93'
N
55'07'09"
E
L12
21.04'
S
45'28'25"
E
21.38'
N
44'31'35"
E
F
22.11'
N
57*46'17"
W
26.41'
N
07'43'41"
E
L16
114.53'
S
04'59'06"
W
L17
33.47'
N
44'S8'34"
E
L18
19.33'
S
45'01'26"
E
L19
22.54'
N
48'41'08"
E
L20
25.10'
S
51'08'36"
E
L21
21.64'
S
43'49'50"
W
Lot Line Table
Line #
Length
Direction
L22
19.91'
N
28*16'51"
W
L23
21.97'
S
63'02'44"
W
L24
14.35'
S
44'09'16"
E
L25
14.14'
N
44*59'16"
E
L26
35.36'
S
45'01'26"
E
L27
13.86'
S
18'55'09"
W
L28
14.42'
S
89'39'04"
W
L29
16.61'
S
78'20'56"
E
L30
14.45'
S
17'48'59"
E
L31
21.21'
N
45'00'44"
W
L32
21.21'
N
44'59'16"
E
L33
14.14'
S
44*59'16"
W
L34
14.76'
N
49'54'44"
W
L35
10.72'
N
14'08'07"
E
L41
10.10'
N
2F'08'07"
E
L42
14.57'
S
86*46'12"
E
L43
14.14'
S
45'00'44"
E
L44
14.18'
S
18'25'22"
W
L45
15.59'
S
84*16'38"
W
L46
15.59'
S
84*18'06"
E
L47
1 14.18'
1 S
18*26'50"
E
--
_
Lot Line Table
Line #
Length
Direction
L48
21.21'
N 44*59'16" E
L49
21.21'
N 45'00'44" W
Centerline Line Table
Line #
Length
Direction
L50
13.24'
S 03'50'17" E
L51
9.95'
N 33*13'13" W
L52
25.80'
S 20'32'10" W
L53
28.58'
N 04'59'16" E
5 Sq "511 I6" W - 5-76.44'
BL5 WHITE CLOVER LANE
Lot Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C1
30.26'
60.00'
29.94'
N 14'25'27" E
2853'47"
C44
97.26'
500.00'
97.11'
S 81'35'44" W
11'08'43"
Centerline Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C2
19.97'
300.00'
19.97'
N 01'55'51" W
3'48'51"
C3
34.70'
35.00'
33.30'
N 28'22'41" E
56'48'13"
C4
76.97'
49.00'
69.30'
S 44'03'54" W
90'00'00"
C5
102.84'
300.00'
102.34'
N 81'06'51" W
19'38'31"
C6
71.31'
300.00'
71.14'
S 84'07'32" E
13'37'08"
C7
46.35'
80.00'
45.71'
N 16'37'19" W
33*11'47"
C8
94.12'
300.00'
93.73'
S 80'59'20" W
17'58'29"
C9
60.51'
300.00'
60.41'
N 77'46'47" E
11'33'24"
C10
351.64'
1000.00'
349.83'
S 79'56'18" E
20'08'51"
C11
77.76'
59.00'
72.25'
S 57'53'36" W
75'30'57"
C13
114.36'
300.00'
113.66'
S 79'05'31" E
21'50'25"
C14
79.12'
49.00'
70.80'
S 26'07'29" E
92*31'12"
C15
92.30'
300.00'
91.93'
S 81 *11'54" E
17'37'40"
C16
65.97'
42.00'
59.40'
N 45'00'44" W
90'00'00"
C17
65.97'
42.00'
59.40'
N 44*59'16" E
90'00'00"
C18
13.57'
50.00'
13.53'
S 12'45'43" W
15'32'54"
C19
17.94'
50.00'
17.85'
N 10*15'22" E
20'33'36"
C20
75.62'
300.00'
75.42'
N 12'55'01" E
14'26'31"
76.1T -L 140.07'_
2' Utility Easement
_ I
I
15, 10', r, 0' 1
Side selbock
ll�-
0
Rear Property Line
j Two-J Partners, LLP &
Julia J. Gray Trust
Doc. No. 2008-50523 OPRDCT
II
I�
IC o
m �
I
I
I I 7' Front BL I I
- - 22 Min.
5' Utility Easement
2' Sidewalk Easement Front Property Line
TYPICAL- LOT LE TAIL- TON/NI10ME
(Min. Lot Area 2,000 SF)
20' Garage
110' Alain Building
7' Property Line
I` -
I ~o
I J
I
I
PHASE 2C-2
SB0062A - GO 1) S17, C48
52805 - A1681 A SMITH, TR1(PT) 21.348AC-ALL
163 RESIDENTIAL LOTS DEVELOPED TO PD-40 STANDARDS
9 OPEN SPACE (HOA) LOTS
21.441 ACRES (7.60 UNITS/ACRE)
AVERAGE LOT SIZE = 5,724 SF
25 fleTn"IN Us' I 1 "11
21.441 ACRES OUT OF THE
C. SMITH SURVEY ABSTRACT No. 1681
TOWN OF PROSPER
D ENTON 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: Taylor Blanchard
October. 2019
SEI Job No. 18-132
60 0 30 60 120
1 inch = 60ft.
Basis of bearing: State Plane
Coordinate System, North Texas
Central Zone 4202, North American
Datum of 1983. Adjustment
Realization 2011.
Sheet 2 of 3 1
N
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
BEING a tract of land situated in the C. Smith Survey, Abstract No. 1681, Town of Prosper, Denton County,
Texas, the subject tract being a portion of a tract conveyed to VP Windsong Operations, LLC according to
the deed recorded in Document No. 2018-84666 of the Official Public Records, Denton County, Texas
(OPRDCT), with the subject tract being more particularly described as follows:
COMMENCING at a PK nail found being the intersection of the approximate centerline of Fishtrop Road, with
the approximate centerline of Teel Parkway, and being on the east line of said TVG Texas tract, and being
the northwest corner of a tract conveyed to Two-J Partners, LLP, and the Julia J. Gray trust, recorded in
Document No. 2008-50523 OPRDCT, and being the southwest corner of Tract V, conveyed to Corona
Artesia, recorded in Document No. 2008-34098 OPRDCT;
THENCE S 9'18'28" W, 377.99 feet to the POINT OF BEGINNING of the subject tract;
THENCE the following:
S 03'50'17" E, 25.40 feet;
S 00.01'26" E, 959.30 feet;
S 05'08'56" W, 110.91 feet;
And S 00'01'26" E, 74.99 feet to the lower north line of Windsong Ranch Phase 2C-1, an addition recorded
in Document No. 2016-2076, Plat Records, Denton County, Texas (PRDCT);
THENCE along the north line of Windsong Ranch Phase 2C-1, the following:
S 44-58'55" W, 35.37 feet;
S 89'59'16" W, 376.44 feet;
N 45'00'44" W, 14.14 feet;
S 89'59'16" W, 50.00 feet;
A non -tangent curve to the left having a central angle of 00'44'19", a radius of 121.70 feet, a chord of S
00'00'44" E - 1.57 feet, an arc length of 1.57 feet;
S 40'40'52" W, 15.16 feet;
A non -tangent curve to the left having a central angle of 02'50'51 ", a radius of 200.00 feet, a chord of S
78'31'05" W - 9.94 feet, an arc length of 9.94 feet;
A reverse curve having a central angle of 21'32'57", a radius of 200.00 feet, a chord of S 87'52'08" W -
74.78 feet, an arc length of 75.22 feet;
And N 81'21'23" W, 101.90 feet;
THENCE continuing along the north line thereof, around a tangent curve to the right having a central angle
of 17'22'29", a radius of 661.00 feet, a chord of N 72'40'09" W - 199.68 feet, passing at an arc length of
24.56 feet the northwest corner of Phase 2C-1 and the most easterly northeast corner of Windsong Ranch
Phase 2D-1, an addition recorded in Document No. 2016-168 PRDCT, and continuing along the north line
thereof, a total arc length of 200.44 feet;
THENCE along the north line of Windsong Ranch Phase 2D-1, the following:
N 20'08'07" E, 515.04 feet;
N 69'52'08" W, 122.00 feet;
And N 25'01'14" W, 14.10 feet to a northerly corner of Windsong Ranch Phase 2D-1;
THENCE along the common line of Windsong Ranch Phase 2D-2, the following:
N 20-08'07" E, 102.34 feet;
A tangent curve to the left having a central angle of 19'21'06", a radius of 900.00 feet, a chord of N
10'27'34" E - 302.53 feet, an arc length of 303.97 feet;
N 44'54'29" E, 14.18 feet;
N 89'03'54" E, 0.73 feet;
N 00-56'06" W, 50.00 feet;
S 89'03'54" W, 0.50 feet;
N 45'56'06" W, 14.14 feet;
N 00'56'06" W, 178.00 feet;
N 44'03'54" E, 14.14 feet;
N 89-03'54" E, 596.92 feet;
S 47*23'11" E, 14.50 feet;
S 03*50'17" E, 66.90 feet;
N 89-59'16" E, 13.50 feet;
And N 86'09'43" E, 76.53 feet to the POINT OF BEGINNING with the subject tract containing 933,987 square
feet or 21.441 acres of land.
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.
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. _42�
23 day of fkTv8t,6L 2019. if `� tOF
SS r F
Dated this the
Darren K. Brown, RPLS 5252
�P 110 eRF
* ° 0
DARREN K. BROWN
q 5252 P 47
C'9 'AaFEss1&� () darren.brown®
ti0 S U R J spiarsengineering.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 some for the purposes and considerations therein
expressed and in
the capacity therein
stated.
ayo0 111, 2019.
GIVEN U DER MY
/� . i n
HAND AND SEAL OF
OFFICE
this the t_ day of
Notary Public, State of Texas 'w,ru,,
RY PUB WALTER ERIK DAVIS
Notary Public, State of Texas
SIDO. Q= Comm. Expires 09-24-2022
��„Notary ID 131734284
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 2C-2, 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 same 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 day of 00iaei- 2019.
VP Windsong Operations LLC
a Delaware limited liability company
By. David R. Blom, Vice President
STATE OF TEXAS §
COUNTY OF DENTON §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally
appeared David R. Blom, known to me to be the person and officer whose name is subscribed to
the foregoing instrument, and acknowledged to me that he executed the some for the purposes
and considerations therein expressed and in the capacity therein stated.
I eft -
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of OG%P5c - 2019.
Notary Public, -State of T
LIEN HOLDER:
TEXAS CAPITAL BANK, NATIONAL ASSOCIATION
BY A41MI-4a
Debi England, S Vice President
MELISSA BRYSON
__: ;� Notary Public, State of Texas
.:
�s'•. *,, Comm. Expires 09-09-2023
Notary ID 132163031
STATE OF TEXAS §
COUNTY OF HARRIS §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared
Debi England, known to me to be the person and officer whose name is subscribed to the foregoing instrument,
and acknowledged to me that he executed the same for the purposes and considerations therein expressed and
in the capacity therein stated.
m
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _1�A I_ day of OC�yblt,'r 2019
JENNIFER OROURKE
Notary Public, State of Texas
N ry P ic, State of TexasComm. Expires 05-05-2023
Notary ID 130214197
CERTIFICATE OF APPROVAL
Approved this �- day of
Lot Area Table
Lot #
Block #
5gyare Feet
Acreage
Lot Type
1
A
9,007
0.207
A
2
A
8,060
0.185
A
3
A
8,060
0.185
A
4
A
8,060
0,185
A
5
A
8,060
0.185
A
6
A
8,060
0.185
A
7
A
8,060
0.185
A
EI
A
8,060
0.185
A
9 1
A
8,060
0.185
A
10
A
3,846
0.088
-
11
A
5,253
0.121
-
12
A
3,940
0.090
-
13
A
2,233
0.051
-
14
A
2,233
0.051
-
15
1 A
2,233
0.051
-
16
A
3,358
0.077
-
17
A
3,349
0.077
-
18
A
2,233
0.051
-
19
A
2,233
0.051
-
20
A
2,233
0.051
-
21
A
2,233
0.051
-
22
A
3,354
0.077
-
23
A
3,354
0.077
-
24
A
2,233
0.051
-
25
A
2,233
0.051
-
26
A
2,233
0.051
-
27
A
3,780
0.087
-
Lot Area Table
Lot #
Block #
5gyare Feet
Acreage
1
G
4,936
0.113
2
G
2,328
0.053
3
G 1
2,283
0.052
4
G
3,367
0.077
5
G
3,325
0.076
6
G
2,207
0.051
7
G
2,214
0.051
8
r9
G
4,565
0.105
G
5,949
0.137
10
G
3,841
0.088
11
G
3,221
0.074
12
Cl
3,921
0.090
13
G
5,317
0.122
Open Space Area Table
Lot #
Block >«
Acree
1
X
0.246
2
X
0.030
3
X
0.263
4
X
0.875
5
X
0.078
6
X
0.617
7
X
0.068
8
X
0.556
9
X
0.325
S B0062A - G 01, S 17, C48
Zoning Co f 528.05 A1681 A SMITH, TR 1(PT) 21.348AC-ALL
�UDtem�f 2619 by the Pla gip91 f4y
�I I,
OF pRO',
Town Secretary •.
Engineering Department
'. 191a.•'
Planning Department '�•TEX NS
��ft�lt►1t
Lot Area Table
Lot #
Block #
Square Feet
Acreage
B
3,826
0.088
2
L1
B
2,289
0.053
3
B
2,278
0.052
4
B
3,402
0.078
5
B
3,379
0.078
6
F7
e
2,229
0.051
B
3,622
0.083
B
3,726
0.086
r108
B
2,201
0.051
B
2,200
0.051
11
B
2,200
0.051
12
B
2,200
0.051
13
r15
B
3,744
0.086
14
B
4,190
0.096
B
2,200
0.051
16
B
2,200
0.051
17
B
2,200
0.051
18
B
2,200
0.051
19
B
3,400
0.078
20
3,400
0.078
FB
21
B
2,200
0.051
22
B
2,200
0.051
23
B
3,304
0.076
24
B
3,304
0.076
25
B
2,200
0.051
26
B
2,200
0.051
27
B
2,202
0.051
Lot Area Table
Lot #
Block #
Square Feet
Acreage
1
D
5,730
0.132
2
D
3,600
0.083
3
D
6,421
0.147
4
D
5,008
0.115
5
D
3,496
0,080
6
D
5,237
0.120
7
D
6,337
0.145
8
D
4,327
0.099
9
D
5,936
E0.1
10
D
6,599
11
D
3,922
0.090
12
D
3,241
0.074
13
D
3,965
0.091
14
D
5,560
0.128
Lot Area Table
Lot #
Block #
5cluare Feet
Acreage
28
B
3,676
0.084
29
B
3,653
0.084
30
B
2,200
0.051
31
B
2,200
0.051
32
B
2,200
0.051
33
B
3,300
0.076
34
B
3,304
0.076
35
B
2,200
0.051
36
B
3,400
0.078
B
3,396
0.078
F39
B
2,200
0.051
B
3,304
0.076
40
B
3,304
0.076
41
B
2,200
0.051
42
B
2,200
0.051
43
B
3,583
0.082
44
B
4,258
0.098
45
B
2,200
0.051
46
B
2,200
0.051
47
B
2,200
0.051
48
B
2,200
0.051
49
B
3,400
0.078
50
B
3,426
0.079
51
B
2,200
0.051
52
B
2,200
0.051
53
B
3,304
0.076
54
B
3,304
0.076
Lot Area Table
#
Block #
Square Feet
Acreage
fLot
1
E
3,537
0.081
2
E
2,200
0.051
3
E
2,200
0.051
4
E
2,200
0.051
5
E
3,304
0.076
6
E
3,304
0.076
7
E
2,200
0.051
8
E
2,200
0.051
9
E
2,200
0.051
10
E
3,304
0.076
11
E
3,304
0.076
12
E
2,200
0.051
13
E
2,200
0.051
14
E
3,700
0.085
15
E
4,673
0.107
16
E
3,420
0.079
17
E
4,162
0.096
18
E
4,634
0.106
19
E
3,420
0.079
20
E
2,790
0.064
Lot Area Table
Lot #
Block #
5guar , Feet
Acreage
55
B
2,200
0.051
56
B
2,200
0.051
57
B
3,667
0,084
58
B
3,625
0.083
59
B
2,200
0.051
60
B
2,200
0.051
61
B
3,304
0.076
62
B
3,304
0.076
63
B
2,200
0.051
64
B
2,200
0.051
65
B
3,400
0.078
66
B
3,400
0.078
B
2,200
0.051
F69
B
2,200
0.051
B
2,200
0.051
70
B
3,964
0.091
Lot Area Table
Lot #
Block #
Square Feet
Acreage
21
E
3,420
0.079
22
E
4,657
0.107
23
E
4,657
0.107
24
E
3,420
0.079
25
E
2,790
0.064
26
E
3,420
0.079
27
E
4,635
0.106
28
E
4,635
0.106
29
E
3,420
0.079
30
E
4,199
0.096
31
E
4,733
0.109
32
E
3,743
0.086
33
E
3,743
0.086
34
E
5,023
0.115
35
E
5,023
0.115
36
E
3,743
0.086
37
E
3,053
0.070
38
L39
E
3,743
0.086
E
5,058
0.116
21.441 ACMES OUT OF THE
C. SMITH SURVEY ABSTRACT No. 1681
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: Taylor Blanchard
October, 2019
SEI Job No. 18-132
Sheet 3 of 3 1