SB0088Ar
N
W *E
S
100 0 50 100 200
1 inch = 100ft.
Basis of bearing: State Plane Coordinate System,
North Texas Central Zone 4202, North American
Datum of 1983. Adjustment Realization 2011.
LOCATION MAP / KEY MAP
N.T.S..
LEGEND
(Not all items may be applicable)
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
Utfl.
UTILITY
DE
DRAINAGE EASEMENT
DUE
DRAINAGE AND UTILITY EASEMENT
UE
UTILITY EASEMENT
WE
WATER EASEMENT
SSE
SANITARY SEWER EASEMENT
SE
I SIDEWALK EASEMENT
STE
STREET EASEMENT
WME
WALL MAINTENANCE EASEMENT
HBE
HIKE & BIKE TRAIL EASEMENT
LE
LANDSCAPE EASEMENT
(BTP)
BY THIS PLAT
R.O.W.
RIGHT-OF-WAY
Mtn. FF
MINIMUM FINISH FLOOR ELEVATION
BL
BUILDING LINE
STREET NAME CHANGE
(9)
BLOCK DESIGNATION
III-
STREET FRONTAGE
*
KEY LOT
Cab.
CABINET
Vol.
VOLUME
Pg.
PAGE
No.
NUMBER
FEMA
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
OPRDCT
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
Boundary
Line Table
Line #
Length
Direction
11:51_43
44.71'
S
12'39'58"
W
BL44
47.54'
S
32'31'52"
E
BL45
36.44'
S
42'19'46"
W
BL46
52.55'
S
22'09'31"
W
BL47
51.02'
S
71'05'39"
W
BL48
72.87'
N
60'01'50"
W
BL49
18.92'
S
89'36'30"
W
BL50
41.97'
S
00'48'40"
E
BL51
25.01'
S
27'48'26"
W
BL52
87.60'
N
40'45'07"
W
BL53
222.20'
N
10*38'28"
E
BL54
142.08'
N
35*14'16"
E
BL55
116.97'
S
80'07'38"
E
BL56
241.94'
N
45'18'52"
E
BL57
83.37'
N
3211'26"
W
BL58
80.83'
N
59'34'07"
E
BL59
78.75'
S
74'06'06"
E
BL60
191.60'
N
65'59'58"
E
BL61
200.32'
N
10*54'01"
E
BL62
219.25'
N
23'54'39"
W
BL63
225.57'
N
35'45'01"
E
Boundary
Line Table
Line #
Length
Direction
BL1
140.66'
N
71'01'02"
W
BL2
64.54'
N
48'22'42"
W
81-3
79.03'
N
6319'13-
W
BL4
40.19'
S
83*23'17"
W
BL5
34.71'
S
2447'40"
W
BL6
60.48'
S
40'00'34"
W
BL7
31.53'
S
8745'05"
W
BL8
38.52'
N
19'54'29"
W
BL9
33.68'
N
72'54'41"
W
BL10
45.91'
N
53*48'15"
W
BL11
54.65'
N
70'02'11"
W
BL12
47.78'
S
73'31'08"
W
BL13
45.45'
S
09*13'07"
E
BL14
40.04'
S
35'38'08"
W
BL15
17.45'
N
741012"
W
BL16
19.48'
N
3715'26-
W
BL17
66.93'
N
4615'21"
W
BL18
69.85'
N
78'50'44"
W
BL19
23.39'
N
49*11'29"
W
BL20
63.35'
N
04'03'35"
W
BL21
32.58'
N
75154'59"
W
Boundary
Line Table
Line #
Length
Direction
BL22
40.37'
S
73'46'36"
W
BL23
28.69'
N
47'03'23"
W
BL24
87.38'
N
78'06'52"
W
BL25
45.41'
S
76'17'09"
W
BL26
29.00'
N
84'24'31"
W
BL27
45.69'
N
26'07'03"
W
BL28
27.15'
N
02'53'02"
W
BL29
15.35'
N
12'07'26"
W
BL30
17.62'
N
0117'16"
W
BL31
16.87'
N
21'24'20"
W
BL32
33.46'
N
86'42'43"
W
BL33
22.50'
N
48'57'07"
W
BL34
37.75'
N
63'22'08"
W
BL35
28.80'
N
88'45'36"
W
BL36
18.99'
N
67'44'27"
W
BL37
81.54'
N
83'24'03"
W
BL38
25.55'
N
87'30'11"
W
BL39
16.47'
N
52'56'19"
W
BL40
33.32'
S
79'42'08"
W
BL41
53.56'
S
37'11'37"
W
BL42
64.65'
S
73'41'47"
W
Boundary Curve Table
Curve #
Length
RcIdIV5
Chord
Chord Bearing
Delto
BC1
255.67'
570.00'
253.54'
N 46'56'57" E
25'42'01"
BC2
94.23'
570.00'
94.13'
N 61'54'53" E
9'28'20"
BC3
64.85'
1060.00'
64.84'
S 26'38'39" E
3'30'18"
BC4
248.91'
940.00'
248.18'
S 20'48'40" E
15*10'17"
BC5
80.52'
930.00'
80.49'
S 04'02'25" E
4'57'38"
Boundary
Line Table
Line #
Length
Direction
BL64
128.85
N
01'5300
E
BL65
70.80'
N
52'55'25"
E
BL66
79.15'
N
18*22'17"
E
BL67
295.85'
N
5554'03"
W
BL68
179.02'
N
59'47'58"
E
BL69
59.67'
N
57'10'43"
E
BL70
36.01'
S
68'49'05"
E
BL71
583.91'
S
24'53'30"
E
BL72
275.06'
S
28'23'48"
E
BL73
109.81'
S
04'39'24"
E
BL74
98.43'
S
06'08'30"
E
BL75
161.30'
S
00'08'41"
E
BL76
110.55'
S
05'03'20"
W
BL77
81.40'
S
00'08'34"
E
BL78
97.51'
S
06'02'40"
E
BL79
113.16'
S
00'08'41"
E
BL80
110.45'
S
05'02'59"
W
BL81
150.00'
S
00'08'41"
E
MATCHLINE A
,
VP mndsong
' Investments LLC
Variable Width Slope Esmt.
Utility Esmt. ram\ Doc. No. 2022-32140 DOG. #2018-142926
\�: <\�� �' Variable Width Slope Esmt. \ �. \� GRBK Eciewood LLC '" W '" `� OPRDCT
15' Drainage Esmt. \\ ' \®\\ , g w , \\
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\ Developed FloodFully �� \\ r ® ��' OPRDCT a o V) o GRBK EdgeWOOd LLC �\
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Doc. #2020-201`
2D' SSE ' r y \> •� so '� eiot 1 x �'' W U W OPRDCT
Doc. No. 2020-104795 v\,� \ , �i� ¢ `\ �a. \ ) Variable Width Slope Esmt. ¢ ,
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B. RUE SURVEY -i r ^ o��\��y \a�� \'\�� �1 \Sp\`\\/ A. ROBERTS SURVEY -- �V c4�
ABSTRACT N O. 1 1 1 3 t r @ ��� \ �0ti25 ,04,� �` \ J m m BL%O
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ABSTRACT N O . 962 r i ` \ \coo 8� \ 26� O �i \ \ GRBK Ed ewood LLC Doc. No. 2022-32139
i r L109� \ r �'• y\ ABSTRACT N0. 962 g �, 1/2.t1RF,
i 3.10 °+
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cm
VP mmelsong--
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Doc. #2018-8466CIR 6 5 ,
0.24' g� A ,\ 33' 2Ro,F �4 OPRDGT Imo, �y Variable Width �, \ �p •�y
i r 15' WE og, �y1 23 ��` 20 SSE Slope Esmt.
221 �p \ fix, 0 14.13 30 .� o`i �C 1/-Proposed Drainage Easement , F ��`� \
I r r ,� M/A! ,J• ��, \4 �,'� '16,. \ 1 \`L �j .� �, � � / , .y`l, w `1�1 '7.
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is ^ �14 �yti \\ 31 •�
m � rm �ry �� Sy;a\�\�.Q, '�. , \ 6\,�$` �, I MATCHLINE A
20 SSE i / ti �h Q 11.85' 6 �Z 18.78',�
r r 25 BL ` e� �6 20\ti r,' 1' \ 32 •E \ o, N
Doc. No: 2020-104794 i _ 15 �,. �; 1� s \ $ \moo, \ti
it
-50.39'- �o �e�� J' C14 16.12 19 m \\ '\it L
�303
CA
r r
5oR \�, n�,� S.\�1�18 r� a \ \� �6O $� I Rear Property Line
oo
(D� N
Rear Property Line
1 i i �/.014 � 06\ 15�51 \ ' VIP, `�,� 1/2 CIRF I 125' Rear E T .)
-r _ _ p\� \ {�• 11.75 1 1 (20' wIX Front BL)
6-==== - �?9, o�r.'Fv. \\ \ 35 , 4� \ '
-1 ���• 1A�31 \ \Se \ 6L\6\ , `CP Setback setback +�
5 Side
7. 4 v I� 1-
S`�� o w O O
44.01=2s .E Y J
4414'=26.82'- 36
,, * \TW o \� •46°a 5'slk 5'skle 0-
20Bl +yro �' Z1. p166
25' BL �o�r. Via\ 130back
� 25.70 \ \ o. 1 375' WME -1 \ I 120,, 25' do OFroni 1 1 ° 51da BL =Front BL
N5.UU14 ,, 15 o�..yo 19.89 51'V1 \A\a 31 \�
1 o .1g F. 5' U.E I U-
o a; ,7:? \ a �' N11 <r \ -_ ��_ -- T---
i13 a, � � 56°"\,�p0 \ .., � \ \315R � ` I 5_S_U.E. ---
i i �S88'46'11'W o 3 \ ` ` I Front Property Line
„ � 9 9 � ,W 38 Front Property Line P Y
i i C u _� 135.00 III o; p 5g E
z II 'Na b \�' N�`lT' a155021, STANDARD KEY LOT DETAIL
i i N 0 11 I�' W t I 89.03' + C9 0. \3p00 0� ,,� 133.55
\ N h. ,� 53.64' S85.45 28 E 107.70' m , pp
4 ��`� �� ` 39 s.4s' BDD88N
�O6'35°W rn „ 78.51 50.98' S0.98' S0.98' � � 05� •o°aa ,m 1/2" GRF
S ? 135.00' m Q; 19 o Sl6'3f' ,� w_ N80'1g01 E
c PHASE 6A
10 of 5', 'vl ".y4 �„ 130.00 '-- 134.96
N83176'35°W5. 1' R W ill 12 *• ,� ° r, cj m 1 1 'w ) 40 A rn �',
/ ! VP mmelsong IUz135.74' 39.21'= �11 �,^`�� v. 18.94' 9 g8241'48°W , IWN844s31'E ' LOTS DEVELOPED TO PD-40 STANDARDS
/ Operations LLC 1 ;a 9 mho ;' so' _ 10 h � },
'i 8 o m �, r of 130.00 22.3 , 13207 $
1 15-BL ��� Sill' 2s z n.26' g 1,75 41 10.32 s J 1 2" CIRF 0 41.947 ACRES (2.43 UNITS/ACRE)
i� 11 32.Sg' BC `BC 9 i 8 J ;
Doc. #2018-84666 1 _ ° o 56455'09"W I N84115'09"E J I Q� AVERAGE LOT SIZE = 7,594.39 SF
OPRDCT ^ G26 NB313&35 W' LS ° 5' SE' 25' BC :, I I , I V 11.
__'i C19 - 5^ 130.00 o I �, 131.98 �„ 4 OPEN SPACE LOTS
VP Windsong �. i i �1o�/i 1C25--- L104 w 3 �SUf 2°'B( o`"o �C 7 m rn o IW 42 0
�1 �C io riw r o ��
< i roc \p5 L108 I Y'� 'T95 - S ` - ,20' BL I i g .33' N84'55'09 E
2j5 - N 5 UE 131,31 �� Lot Summary Pha6e 6A
Investments LLC 4•s4'_ _ I i
Doc. # DE / 1 8 ,-�3?9_ 57431' £ 19 �i S -==_i22.34'=-==\"° I 540211z _CL '� i9
O1PRDCT1 ,� � soZd 2o �4 8s``�-�'1 17 = N Type A (Min. 8,000 SF) 0
20, _ _73'C18 C15 �� c15lr Type B (Min. 9,000 SF) 0
S74 ^ o BC 1.23' -48.97'= _4$ L1 `� �-
2 �'
1323 E �' 12 ,� o ,3 ?5 Bt -5-58'SUE -46.96'7? '� 43.66 L1A. S Type C (Min. 10,500 SF) 0
r� l0 10 _� 13 -, _ _ 113.99'133.2 T e D Min. 12,500 SF 0
�i�/ t I fir 574310 14 0 15 .3 30' BF 1 R W 3.0' �s5 14ME�F `si Type E (Min. 6,000 SF)) 102
r " 416 ^- G' I
17 IM m N891VIVE (�
9 0^ 49..8. 52..19, .38C8 a N �2 I� Q p Total 102
i i 1.36' 130.04 I �,
S743j,�, 50.78' 57,39' S m * QI �; I 2 "� N^I J Lot 2
o, m 3.17 1.10 , f o 4pg4, 789 � ai : j n '
15 DE ��� / 94 0 .w 49.15' 51.68 I O - N895119 E I Block X NOTES:
' 0 r\ ., N 8 Z � , ,., 35 48,94, 72.29' I i i I -
,�' / �oti� ✓ _ �� * 7 N S OD }, 4894 57.29' III 3 o m 130.03 1. Selling a portion of this addition b metes and bounds is a violation of Town ordinance and
Lot 4, Block X `C •?¢ ��; = 2p'BC h Ze 6 s o N. ,a, 11L :r o ,, 3 9 P Y
C- �, $ I`� -iP �� state Jaw and is subject to fines and withholding of utilities and buildingpermits.
16.919 Ac., Drainage B2� 1 `' 20 eCx 5 v "g- I z 5.45 a30'03 E 25 LE 2. All development will comply with Town of Prosper PD-40 Requirements.
3 -BL 25' n �, 4 S N Y 4 0
0
i S - .r C
�, do Floodway Easement S6jb8 tit / �7`46•£ 1 3o BC 2 ^ Z 3 c 2 o i! 4 lm 4 15.52' )/2- CIRF 3. All open space areas, Lots 1-4 Block X to be owned and maintained by the HOA.
ey. .\ q•, ?6y � 1 Fao
'45 5' 25' a "' n N 4. Front and setbacks are staggered per requirements of PD-40 and Zoning Ordinance Section
5S, $f BL _ 5.39 lcoo rc"', I N8951'19 E Y 99 P q 9
i 15 54.68'; 5�,,. , 9.3.F.
m m �+ ij ^1.45- _ MQ�T = 54- ¢Sr` 2D_BL N 128.74 n
8 v / d0'& 25 `45' �``�D�`,j/� _54.45._ M 1 5. All fences adjacent to open space shall be ornamental metal
2p, �St•45` . _ ,:, r 15,06 N89'S1'is'E �' m �\ 6. Lots 1-3, Block X to be used for sidewalks,
16.50', R s ,,°'/ 12 a _ 83 BCf ?.2? • - trails, and landscaping. Easements for these uses
7 ,!�/ 13 o ,a 25'B C1a------___ "' 132s2 I are granted by this plat. Lot 4, Block X to be Drainage and Floodway Easement, also Hike &
N71 \ o h - :v 14 o ;z 3 - -5' S0,69=- - 1� o I 6 24.59 Bike Trail
i m i, o 4 C 18.95 50.69' XZ -
i u 79'S3, yo o./ F'i C h m a 0' 8C _ 50.69 - n c 1/2 CIRF
g 'r 1 W b W ^� O�, sr o 15 ,3 - 'S0.69=-_ li I NBs'St'to"E N 20' DE 7. No transformers or utility pedestals shall be allowed in the sidewalk and utility easement.
��2 A �865• Zi , 7690' h 16 v4 a 25 BLS 20' 9l _ �`' IN 134.36' o J Doc. No. 2021-129509 8. This property is subject to the Windsong Ranch License Agreement (governing the installation
2D' SSE O 6 m �' �, l 68.30' SL¢5' �� 17 n 3 25' 8L-lcn n ,n J
-- ,, 18 N 3 w s and maintenance of street trees between VP Windson OPERATIONS LLC and the Town of
' Doc. No. 2020-104794 N7 hl o r 5 5 +
_ --- ---- ---- -- -----, ° 848p2'W "`� Q�" (m Op6 So. L45' 51. 32.40y o 19 ^ 20 Iw 22.70N89'51'19"E Prosper. 9
---------- ----- - - .aJ� 06' 45' _ t� o r �,
Q)�- 1""i1 ss' - ' ' " "' �' 21 lu J ,130.43' to UE ti 9. This plat is subject to the additional residential zoning standards outlined in ordinance 15.55.
----
---- m .W dos' z 62 "1s.7o P J 9
--------------------------`-- - 1 N� 5 0 jj/ r; l _ 45ts' S5 • C7 y - t3`s5t2'-L'� 10. All landscape easements must be exclusive of an other type of easement, with the exception
� � ------ -- - - - - - - - - - -
`\ `\ '• 'S4'Oz`W w!"^' ,y rr! 11 "�°i � "' °o rn S ss lii rn } P Y YP P
10.98' ^� v` V "� 4.87 002 55.65' I M y CA of perpendicular crossings, unless otherwise approved b Town Council
q 10� N N s2•o1' S5.85' tso.o2' _ 361ZANT_ 3 Ir Q P P 9 PP Y
r $ DD' J W d1 7.71' a x 9 ^ ^ c 51.76' 55.65' 7s:51' I ml s69'5o'4s"E �$'(� 3 11. Floodplain reclamation subject to engineering approval of flood study, wetland delineation study,
N. \\ m , z 8 a `i F� 50.48 50.41
�15_B4 �1 ,f„� yy^7�L25-BL 30 el 27,32 7 ���_ W so.t6 Ii1 �[ habitat study, and vegetative study at the time of final plat submittal.
a \ `\ 1, % to 25'gC s4.Bs' 0 12. Finished floor elevation shall be at least 2 feet above the 100-year flood lain.
Bj-3% 1' 16.03 z 1 50.04' 20' _ 5 o ' W ml i t 139.91 Y P
580`54'O2"E _ 3-2268._ 8C 25 BL 30'8L� 2 : 4 �I„; I o J NBSSo'4s'w g< "0 13. 5.958 acres of right-of-way being dedicated by this plat in fee simple.
1 1 BL36 e `\ `\ 15' SSE i S80 _ z t .r N ao oI- o m c co
k�. 54'02 E� _ 0 5 SUE' 11.71 3 0 n v I 1 5 WME p J
\ o ,y 88.01 S 25' z 2 ., 1 7
BL55 E3L32 �� `\ \0 i , Gp2, C9''--• `` 3 0 SE BC o j g I 5893046E i 10) 11�
i I BL43 BL34 \ \ ;' ,•o,� '°7° 4w .,e' 77 , 1. 2D' BL 25_BL I I 5),
o m 139.98 0
BL31 DE ,�=-59.25' _ I R w � I � 2 D21-0014
BL38 \ -� �°j��i `_Y 15' DE w ,gym. 271.05 _==59�25 _- '- ,�Iq ,o�, ." , . ,�j 1�� 1r�
BL30 L99- �� �` 271.05 S7'11 E�- 60.79 __� 5895046E FINAL PLAT
Mize 13L29 L98 ' `� ® - -�_ _ _ L2 8.03 140.00 10,50' , � . Lot 3,
1 � -, i ' 100 Year Fully --�''�" �+ _ -, 1 2 CIRF
r I BL4J BLAO Z`� - Y ®� , C8 ` m 3 MtN. FFE Block X --- -- -- --
BL2$ a /• -
t9s Developed Floodplain 15' DE,' 4s 211.64' �'LN_15 BL = 569.21 0 25 LE ,.o.�'
' 7.8028 Ac., Drainage ' i "" ' ! - 40
i 9 00 w ,®� '� BL26 �% 8L'� - i .,. �. 11.01' 25 4 x 136.08 Q �p a� W I �l D S O b "4 G ]RANCH CH 1PHA S E 6A
' &Floodway Easement ,» ''�T _ i i IF, •� .we , 25.091 tQ
Doc. No 2020-36� �" �, +-I
®,p .�,� BL23 P� os - _ _ __-���----___�..� 20' SSE m 41.947 GROSS ACRES, 35.989 ACRES NET
�°'+e BL21 i ---- - Do_c. No. 2020-104794 0, OUT OF THE
__ '------ 0$� 1/2' CIRF Draina a Easement
BLAB �,e L92� _---_,5 DE �, ,� 9 L. NETHER LEY SURVEY ABST. 962
��B(� - -L90 �r 70 Doc._No. 2021 _129510
BLA9 i B �g a e<, �3 e i 115'(,-,�� Row B. RUE SURVEY ABST. 1113
BL50 / MNDSONG RANCH o
BL51 - 1 PHASE 5D ''�•,, @ �� BL13 BLs v(0 BLA• @ I W l A. ROBERTS SURVEY ABET, 1115
s to
DOC. NO.2020-366 \ '4°;!� �� Ql ' TOWN OF PROSPER
BL7 «� i i I 15 WE POINT OF DENTON COUNTY, TEA
2 \ 5L15 ,. �, .w .�, ,�.,, h.. *"' ICI BC �• BEGINNING r
`" „o m Drainage Easement .e 1/2" CIRF e" �,•
rel► Pg'E 31 32 Doc. No. 2022-32137 i , CM �i OWNER/APPLICANT ENGINEER/SURVEYOR
33 15' ►"+E -1-------� VP WINDSONG OPERATIONS LLC Spiars Engineering, Inc.
2 3 WIND50NG PARKWAY NORTH
Doc. No. 2022-32141 130 N Preston Road Suite 130 765 Custer Road, Suite 100
I � `-
Og0 \ 3 34 �pJ� _ _ _ _ 1- _ _ 'e,�,, " �,, 1600 Prosper, Texas 75078 Plano, TX 75075
yjr\� WWW S 12'40'50" E - 322.51' TO AN INSET CORNER Drainage Easement Telephone (469) 532-0681 Telephone: (972) 422-0077
� � FOUND AT THE SOUTHWEST INSET CORNER Doc. No. 2021-175930 Contact: David Blom TBPE No. F-2121 / TBPLS No.
IN OF THE L. NETHERLY SURVEY,
�\ 4 -- - _- - - - - ABSTRACT N0. 962 Contact: Matt Dorsett
� ` �_ MEDIC CREEK DRIVE -�
- - LOCKHART DRIVE - 1
Scale l" = 100' March, 2022 SEI Job No. 19-056
Sheet 1 OF 31
3
0
E
Lot Area Table
Lot #
Block #
Scjyare Feet
Acreage
Lot Type
1
A
6,999
0.161
E
2
A
7,000
0.161
E
3
A
8,606
0.198
E
4
A
8,116
0.186
E
5
A
7,233
0.166
E
6
A
7,537
0.173
E
7
A
7,428
0.171
E
8
A
8,323
0.191
E
9
A
8,139
0.187
E
10
A
6,769
0.155
E
11
A
8,169
0.188
E
12
A
8,280
0.190
E
13
A
10,235
0.235
E
14
A
10,478
0.241
E
15
A
8,727
0.200
E
16
A
8,503
0.195
E
17
A
11,559
0.265
E
18
A
8,903
0.204
E
19
A
7,337
0.168
E
20
A
7,552
0.173
E
Al
Lot Area Table
Lot #
Block #
5gyare Feet
Acreage
Lot Type
21
A
8,876
0.204
E
22
A
7,919
0.182
E
23
A
7,046
0.162
E
24
A
8,659
0.199
E
25
A
7,760
0.178
E
26
A
7,173
0.165
E
27
A
8,427
0.193
E
28
A
8,028
0.184
E
29
A
6,891
0.158
E
30
A
6,573
0.151
E
31
A
6,500
0.149
E
32
A
6,500
0.149
E
33
A
6,500
0.149
E
34
A
6,500
0.149
E
35
A
6,563
0.151
E
36
A
7,014
0,161
E
37
A
7,145
0.164
E
38
A
7,241
0,166
E
39
A
7,290
0.167
E
40
A
7,137
0.164
E
Lot Area Table
Lot #
Black #
Square Feet
Acreage
Lot Type
41
A
6,613
0.152
E
42
A
6,594
0.151
E
Lot Area Table
Lot #
Block #
5opore Feet
Acreage
Lot Type
1
B
6,565
0.151
E
2
B
6,567
0.151
E
3
B
6,566
0.151
E
4
B
6,533
0.150
E
5
B
6,588
0.151
E
6
B
6,760
0.155
E
7
6
6,694
0.154
E
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
C
8,679
0.199
E
2
C
7,363
0.169
E
3
C
7,323
0.168
E
Lot Line
Lot Line
Tnhlw
Table
Line #
Length
Direction
L1
14.10'
N
45'00'07"
E
L2
30.55'
S
80'25'32"
E
L3
35.00'
S
89'55'57"
E
L4
25.42'
N
36'58'43"
W
L5
25.00'
N
31'31'38"
W
L6
15.08'
N
6544'15"
W
L7
14.14'
S
16*36'12"
W
L8
25.00'
S
82*21'14"
E
L9
20.00'
N
06'08'02"
E
L10
28.23'
S
86'39'36"
W
Li 1
14.80'
N
47*22'12"
W
L12
16.61'
N
83*13'03"
W
L13
31.09'
S
73'58'29"
E
L14
16.61'
S
83"13'03"
E
L15
13.38'
N
42'54'58"
E
L16
14.18'
N
44'59'53"
W
L17
30.41'
S
80'41'30"
W
L18
24.85'
N
89'51'06"
W
L19
14.09'
S
45'02'37"
W
L20
14.14'
N
35'54'02"
W
L21
14.71'
N
62'48'54"
E
L22
14.59'
S
43'09'39"
E
L23
13.86'
N
28*23'12"
W
L24
14.28'
N
55*17'52"
E
L25
14.72'
S
47'42'04"
E
1 n! I .no
Lot Line
TnAle
Table
Line #
Length
Direction
L26
14.98'
S
52*06'11"
W
L27
14.28'
N
35'50'53"
W
L28
14.47'
N
29'33'37"
E
L29
14.14'
S
73'23'48"
E
L30
13.50'
S
42'28'32"
W
L31
35.49'
S
44'55'33"
E
L32
35.26'
S
45'00'24"
W
L33
75.00'
S
00'08'28"
E
L34
110.43'
S
05-03-20"
W
1-35
34.52'
N
45-14'11"
E
L36
58.86'
N
04'39'24"
W
L37
109.81'
N
04'39'24"
W
L38
58.96'
N
24'53'30"
W
L39
68.28'
N
42'34'59"
W
L40
50.00'
N
48*17'52"
W
L41
60.01'
N
07'45'04"
E
L42
50.70'
N
05*18'13"
E
L43
41.03'
N
09'39'22"
W
L44
55.83'
N
29'34'59"
W
L45
61.34'
N
14'01'36"
E
L46
60.81'
S
24'23'07"
W
L47
60.00'
N
09'05'58"
E
L48
50.71'
N
05'03'20"
E
L49
50.50'
N
00'08'34"
W
L50
35.47'
N
45'01'28"
W
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
4
C
6,908
0.159
E
5
C
6,766
0.155
E
6
C
6,531
0.150
E
7
C
6,633
0.152
E
8
C
6,753
0.155
E
9
C
6,875
0.158
E
10
C
7,043
0.162
E
11
C
10,629
0.244
E
12
C
8,760
0.201
E
13
C
6,715
0.154
E
14
C
6,715
0.154
E
15
C
6,715
0.154
E
16
C
6,799
0.156
E
17
C
6,939 7
0.159
E
18
C
6,940
0.159
E
19
C
6,940
0.159
E
20
C
6,940
0.159
E
21
C
8,838
0.203
E
Lot Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C1
21.59'
470.00'
21.59'
N 85'35'28" W
2'37'57"
C2
35.98'
530.00'
35.97'
S 8624'46" E
3'53'21"
C3
75.00'
930.00'
74.98'
N 0412'37" W
4*37'14"
C4
50.45'
1085.00'
50.45'
S 26"3'26" E
2'39'52"
C5
62.05'
39.50'
55.86'
S 35'54'02" E
90'00'00"
C6
62.12'
39.50'
55.91'
N 44'53'59" E
90'05'59"
C7
319.73'
1462.40'
319.09'
S 80'47'08" E
12'31'36"
C8
245.26'
1155.00'
244.80'
S 80'36'46" E
12'09'59"
C9
181.09'
445.00'
179.84'
N 16*44'19" W
23"18'57"
C10
13.39'
10.50'
12.50'
S 70*55'13" E
73'03'47"
C11
6.40'
10.50'
6.31'
N 21'35'56" W
34'56'40"
C12
10.03'
10.50'
9.65'
S 79'55'51" E
5442'18"
C13
9.82'
10.50'
9.46'
N 25'55'43" W
53'34'06"
C14
80.48'
200.00'
79.94'
N 39'40'26" W
23'03'23"
Easement
Line Table
Line #
Length
Direction
L85
64.91'
S
44'51'19"
W
L86
72.05'
S
00'09'46"
E
L87
73.06'
N
00'09'46"
W
L88
86.84'
N
44*51'19"
E
L89
61.86'
N
00'08'41"
W
L90
130.06'
N
89*51'19"
E
1-91
146.98'
S
27'59'28"
W
L92
15.00'
N
62'00'32"
W
L93
142.88'
N
27'59`28"
E
L94
108.02'
S
31'28'08"
W
L95
15.00'
N
58'31'52"
W
L96
101.85'
N
31'28'08"
E
L97
93.15'
S
51 `40'57"
W
L98
13,66'
N
75'26'27"
W
L99
4.11'
N
38'46'42"
W
L100
101.76'
N
51'40'57"
E
L101
19.38'
N
74'31'46"
W
L102
15.03'
N
3457'16"
E
L103
20.34'
S
74'31'46"
E
L104
54.26'
N
83*15'04"
W
L105
11.70'
S
50'14'58"
W
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
D
8,070
0.185
E
2
D
6,720
0.154
E
3
D
6,720
0.154
E
4
D
6,749
0.155
E
5
D
6,707
0.154
E
6
D
6,602
0.152
E
7
D
6,592
0.151
E
8
D
9,844
0.226
E
9
D
7,184
0.165
E
10
D
7,222
0.166
E
11
D
10,009
0.230
E
12
D
7,216
0.166
E
13
D
6,770
0.155
E
14
D
6,951
0.160
E
15
D
7,019
0.161
E
16
D
7,094
0.163
E
17
D
9,004
0,207
E
Easement
Line Table
Line #
Length
Direction
1-106
15.02'
N
42'33'40"
W
L107
12.44'
N
50'14'58"
E
L108
54.26'
S
83'15'04"
E
L109
35.04'
N
27'01'08"
W
L110
19.22'
N
4412'57"
W
1-111
15.00'
N
45'47'03"
E
L112
19.22'
S
44*12'57"
E
L113
35.04'
S
27'01'08"
E
L114
143.27'
N
44'56'21"
W
11
98.19'
N
36'03'32"
W
L116
F
179,40'
N
24'55'54"
W
30.75'
S
71'02'38"
W
L118
17.70'
N
20'26'33"
W
L119
27.94'
N
70'48'00"
E
L120
153.51'
N
15'40'40"
W
1-121
59.90'
S
57'10'43"
W
L122
179.25'
S
59'47'58"
W
1-123
10.00'
N
45*15'45"
W
L124
232.08'
S
45'12'42"
E
L125
15.00'
S
44'47'18"
W
L126
233.10'
N
45'12'42"
W
Centerline
Line Table
Line #
Length
Direction
L1
25.54'
S
89'56'58"
W
L2
20.57'
S
44'58'10"
E
L3
20.51'
N
54'05'59"
E
L4
12.00'
S
44'01'05"
W
L5
41.69'
N
80*16'30"
W
L6
46.64'
S
83*13'03"
E
L7
3.50'
N
28°03'29"
E
Centerline Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C1
36.37'
300.00'
36.35'
N 03'37'25" W
6'56'49"
C2
102.25'
300.00'
101.76'
S 02'40'02" W
19'31'44"
C3
65.85'
300.00'
65.72'
N 06'08'37" E
12'34'36"
C4
25.84'
300.00'
25,84'
N 02'36'46" W
456'09"
C5
244.17'
600.00'
242.48'
N 16*44'19" W
23*18'58"
C6
61.29'
1000.00'
61.28'
N 30'09'09" W
3'30'42"
C7
157.25'
300.00'
155.46'
N 4655'30" W
30'02'00"
C8
206.07'
925.00'
205.64'
S 83'40'06" E
12'45'51"
C9
78.85'
1250.00'
78.84'
S 79'05'37" E
3'36'52"
C10
143.65'
500.00'
143.16'
S 17*19'48" W
16'27'40"
C11
136.20'
1000.00'
136.10'
N 21'39'31" E
7*48'14"
C12
279,73'
1475.00'
279.31'
N 12" 9'24" E
10'51'57"
C13
276.84'
300,00'
267.12'
N 19'32'45" W
52'52'20"
C14
299.58'
1310.00'
298.93'
S 81'04'51" E
13"06'10"
C15
58.01'
500.00'
57.97`
S 87'47'30" E
638'49"
C16
82.77'
500.00'
82.68'
S 87'57'36" E
9'29'07"
C17
1.12'
700.00'
1.12'
N 87'20'36" E
0'05'31"
C18
220.90'
700.00'
219.99'
S 83*34'12" E
18'04'52"
C19
30.08'
300.00'
30.07'
S 77'24'08" E
5'44'46"
C20
138.79'
300.00'
137.55'
N 74'51'24" E
26'30'25"
C21
78,06'
300.00'
77.84'
N 80'39'22" E
14'54'28"
Easement Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C23
42.56'
107.50'
42.28'
N 63'11'16" W
22'41'00"
C24
37.46'
92.50'
37.20'
S 62'55'41" E
23*12'10"
C25
75.07'
92.50'
73.03'
S 73'29'57" W
46'29'58"
C26
87.24'
107.50'
84.87'
N 73'29'57" E
46'29'58"
C27
39.28'
107.50'
39.06'
N 37'29'11" W
20'56'06"
C28
27.76'
92.50'
27.66'
N 3537'02" W
17'11'49"
C29
32.27'
107.50'
32.14'
S 35'37'02" E
1711'49"
C30
29.50'
92.50'
29.38'
S 36'09'22" E
1816'29"
C31
72.74'
560,00'
72.69'
S 60'53'59" W
7'26'33"
C32
147.21'
560,00'
146.79'
S 5216'07" W
15'03'42"
Lot Area Table
Lot #
Block #
Sa�uare Feet
Acreage
Lot Type
1
E
8,661
0.199
E
2
E
6,737
0.155
E
3
E
7,196
0.165
E
4
E
7,196
0.165
E
5
E
7,053
0.162
E
6
E
6,702
0.154
E
7
E
9,441
0.217
E
8
E
10,421
0.239
E
9
E
8,242
0,189
E
10
E
7,745
0.178
E
11
E
7,249
0.166
E
12
E
9,036
0.207
E
13
E
10,858
0.249
E
14
E
7,904
0.181
E
15
E
12,624
0.290
E
Open Space Area Table
Lot #
Block #
Aares
1
X
0.761
2
X
0.356
3
X
0.170
4
X
16.919
SB0088A G01,S17,C48
983749 A1115A A ROBERTS TER 7C 2.848AC/PT
52833 A0962A N ETH ERLY TR 4, 33.75AC/PT
52792 A0962A N ETH ERLY TR 2, 1.484AC/PT
983748 A1115A A ROBERTS TR 5E, 1.872AC/ALL
52794 A0962A N ETH ERLY TR 5, 1.85AC/ALL
983747 A1113A B/L RUE TR 8C, .14AC/PT
D21-0014
FINAL PLAT
41.947 GROSS ACRES, 35.989 ACRES NET
OUT OF THE
L. NETFIIERLEY SURVEY ABST. 962
E. RUE SURVEY ABST. 1113
A. ROBERTS SURVEY ABST. 1115
TOWN OF PROSPER
DDENTON 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
March, 2022 SEI Job No. 19-056
Sheet 2 OF 3 1
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS VP Windsong Operations LLC is the
owner of a tract of land situated in the L. Netherly Survey,
Abstract No. 962, B. Rue Survey, Abstract No.
1113 and the A. Roberts Survey, Abstract No. 1115, Town of
Prosper, Denton County, Texas, being a portion
of tracts conveyed to VP Windsong Operations LLC, according
to the deeds recorded in Document No. 2018-84666
and Document No. 2021-53914 of the Deed Records,
Denton County, Texas (DRDCT), with the subject
tract being more particularly described as follows:
BEGINNING at a 1/2" iron rod with plastic cap
found being the north end of a corner clip and being the west
line of Teel Parkway, a variable width right-of-way, with the north line of Windsong Parkway North, a variable
width right-of-way;
THENCE departing said right-of-way, into said
VP Windsong Operations LLC tract along a creek and the north
line of Windsong Ranch Phase 5D, and addition to the Town of Prosper as recorded in Document No.
2020-366 of the Plat Records, Denton County,
Texas (PRDCT), the following:
N 71-01-02" W, 140.66 feet;
N 48'22'42" W, 64.54 feet;
N 63.19" 3" W, 79.03 feet;
S 83'23'17" W, 40.19 feet;
S 24'47'40" W, 34.71 feet;
S 40'00'34" W, 60.48 feet;
S 87'45'05" W, 31.53 feet;
N 19'54'29" W, 38.52 feet;
N 72°54'41" W, 33.68 feet;
N 53-48'15" W, 45.91 feet;
N 70-02'11" W, 54.65 feet;
S 73'31'08" W, 47.78 feet;
S 09'13'07" E, 45.45 feet;
S 35'38'08" W, 40.04 feet;
N 74'10'12" W, 17.45 feet;
N 37*15'26" W, 19.48 feet;
N 4615-21" W, 66.93 feet;
N 78'50'44" W, 69.85 feet;
N 49-11-29" W, 23.39 feet;
N 04'03'35" W, 63.35 feet;
N 75'54'59" W, 32.58 feet;
S 73'46'36" W, 40.37 feet;
N 47'03'23" W, 28.69 feet;
N 78'06'52" W. 87.38 feet;
S 76*17'09" W, 45.41 feet;
N 84'24'31" W, 29.00 feet;
N 26'07'03" W, 45.69 feet;
N 02'53'02" W, 27.15 feet;
N 12°07'26" W, 15.35 feet;
N 01 *17'16" W, 17.62 feet;
N 21'24'20" W, 16.87 feet;
N 86'42'43" W, 33.46 feet;
N 48:57'07" W, 22.50 feet;
N 63 22 08 W, 37.75 feet;
N 88'45'36" W, 28.80 feet;
N 67'44'27" W, 18.99 feet;
N 83'24'03" W, 81.54 feet;
N 87'30'11" W, 25.55 feet;
N 52'56'19" W, 16.47 feet;
S 79'42'08" W, 33.32 feet;
S 37-11'37" W. 53.56 feet;
S 73'41'47" W, 64.65 feet;
S 12'39'58" W, 44.71 feet;
S 32'31'52" E, 47.54 feet;
S 42'19'46" W, 36.44 feet;
S 22'09'31" W, 52.55 feet;
S 71'05'39" W, 51.02 feet;
N 60'01'50" W, 72.87 feet;
S 89'36'30" W, 18.92 feet;
S 00'48'40" E, 41.97 feet;
S 27'48'26" W, 25.01 feet;
THENCE departing the northern line of Windsong
Ranch Phase 5D into said VP Windsong Operations LLC tract
along a creek, the following:
N 40'45'07" W, 87.60 feet;
N 10'38'28" E, 222.20 feet;
N 35'14'16" E,
142.08 feet;
S 80'07'38" E,
116.97 feet;
N 45*18'52" E,
241.94 feet;
N 32-11'26" W,
83.37 feet;
N 59'34'07" E,
80.83 feet;
S 74'06'06" E,
78.75 feet;
N 65'59'58" E.
191.60 feet;
N 10'54'01" E,
200.32 feet;
N 23'54'39" W,
219.25 feet;
N 35'45'01" E,
225.57 feet;
N 01'53'55" E,
128.85 feet;
N 52'55'25" E,
70.80 feet;
N 18-22'17- E,
79.15 feet;
N 55-54-03" W,
295.85 feet;
THENCE along
the south line of a tract conveyed to GRBK Edgewood LLC as recorded in Document
No. 2020-208277 DRDCT, the following:
THENCE around a non -tangent curve to the right having a
central angle of 25'42'01", a radius of
570.00 feet, a
chord of N 46'56'57" E - 253.54 feet, an arc
length of 255.67 feet;
N 59'47'58" E,
179.02 feet;
N 57'10'43" E,
59.67 feet;
THENCE around
a tangent curve to the right having a central
angle of 09'28'20", a radius of 570.00
feet, a chord of N 61'54'53" E - 94.13 feet, an arc length of
94.23 feet;
S 68'49'05" E,
36.01 feet to the west line of Teel Parkway;
THENCE alongthe west line of Teel Parkway, the following;
S 24°53'30" E,
583.91 feet to a 1/2" capped iron rod with a
yellow cap stamped "SPIARSENG" found
at corner,
THENCE around a tangent curve to the right having a central angle of 03'30'18", a radius of
1060.00 feet, a chord of S 2638'39" E - 64.84 feet, an arc
length of 64.85 fleet to a 1/2" capped
iron rod with a
yellow cap stamped "SPIARSENG" found at corner;
S 28'23'48" E,
275.06 feet to a 1/2" capped iron rod with a
yellow cap stamped "SPIARSENG" found
at Corner;
THENCE around
a tangent curve to the right having a central
angle of 15'10'17", a radius of 940.00
feet, a chord of S 20'48'40" E - 248.18 feet, an arc length
of 248.91 feet to a 1/2" capped iron
rod with a yellow cap stamped "SPIARSENG" found at corner;
S 04'39'24" E,
109.81 feet to a 1/2" capped iron rod with a
yellow cap stamped "SPIARSENG" found
at corner,
THENCE around
a non -tangent curve to the right having a central angle of 04'57'38", a radius of
930.00 feet, a
chord of S 04'02'25" E - 80.49 feet, an arc length
of 80.52 feet;
S 06'08'30" E,
98.43 feet;
S 00'08'41" E,
161.30 feet to a 1/2" capped iron rod with a
yellow cap stamped "SPIARSENG" found
at corner;
S 05-03-20" W,
110.55 feet to a 1/2" capped iron rod with a
yellow cap stamped "SPIARSENG" found
at corner;
S 00'08'34" E,
81.40 feet;
S 06'02'40" E,
97.51 feet;
S 00'08'41" E,
113.16 feet to a 1/2" capped iron rod with a
yellow cap stamped "SPIARSENG" found
at corner;
S 05'02'59" W,
110.45 feet to a 1/2" capped iron rod with a
yellow cap stamped "SPIARSENG" found
at corner:
S 00'08'41" E,
150.00 feet to the POINT OF BEGINNING with
the subject tract containing 1,827,197
square feet or
41.947 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.
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 6A 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 of 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 2022.
VP Windsong Operations LLC
A Delaware Limited Liability Company
By: L� ////.ro I;
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 same for the purposes and
considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the ik day of2022.
MELISSA 13RYSON
`O,IPHY PVB`
;Notary Public, State of Texas
Notary Public, State of Texas Comm. Expires 09-09-2023
Notary ID 132163031
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.
Dated this the day of MOW rt 2022. 0 F T
�P sreR cc'�
co
C - �DARREN K. BROWN
DARREN K. BROWN, RPLS 5252 _<9 °°Esst y"� darren.browno
R`l _ 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 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 rA c, 2022.
.** Faith Nicole Sourber
My Commission Expires
Notary Public, State of Texas + 8/1112025
Notarryy ID
075
133162
DRAINAGE AND FLOODWAY EASEMENT
This plat is hereby adopted by the Owners and approved by the Town of Prosper (Called "Town") subject
to the following conditions which shall be binding upon the Owners, their heirs, grantees, successors and
assigns: All of Lot 4, Block X, as shown on the plat is called "Drainage and Floodway Easement" and is
the natural drainage channel crossing each lot. The existing creek or creeks traversing along the Drainage
and Floodway Easement within the limits of this addition, will remain as an open channel at all times and
will be maintained by the owners of the lot or lots that are traversed by or adjacent to the drainage
courses in the Drainage and Floodway Easement. The Town will not be responsible for the maintenance
and operation of said creek or creeks or for any damage to private property or person that results from
the flow of water along sold 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,
a Texas state bank formerly known as Texas Capital Bank, N.A.
By.
-
Tom Miller
Vice President
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 7aPj
a_ri.��
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 1 q
day of M14YLGf/ 2022
1E,
QUEEN WEEKES
Notary Public. State of Texas
? Comm. Expires 05-06-2022
Notary Public, State of Texas Notary ID 124894650
CERTIFICATE OF APPROVAL
Approved this U day of Uri 202(by the Planning & Zoning Commission of
the Town of Prosper, Texas.
0 ac ��s�an �LtC�d L SY
Town Secretary tl6f 4Engin r' epartment �y
Plan ing Department
D21-0014
]FINAL PLAT
WINDSONG RANCH ]PHASE CAA
41.947 CROSS ACRES, 35.989 ACRES NET
OUT OF THE
L. NETHER[.EY SURVEY APST. 962
E. RUE SURVEY APST. 1113
A. ROBERTS SURVEY APST, 1115
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
Sheet 3 OF 31
Filed for Record
in the Official Records of -
Denton County
On: 3/28/2022 10.25:42 AM
In the PLAT Records
WINDSONG RANCH PHASE 6A
Doc Number: 2022-115
Number of Pages: 3
Amount: 150.00
Order#:
By: DP
March, 2022 SEI Job No. 19-056