SB0103ARear Property Line PHASE 9
-L 25'R-eL.(Tw.) I I 92 LOTS DEVELOPED TO PD-40 STANDARDS
1(10W/JO'1-1101 1 32.559 ACRES (2.826 UNITS/ACRE) N
I'- I'- AVERAGE LOT SIZE = 11,265 SF
o I I o I I o
WSW
--I I --I I J Lot Summary Tables ( E
_L','&'r,«t 81. I Type B (Min. 9,000 SF) 92
---I- I-- 5'U.E
_ _5 SU.E_ _
Front P Line
---- Open Space 4 S
Y '
STANDARD LOT DETAIL FOR Total 96
LOT TYPE A. B. a & D 0 50 100 200
-51.54
1 inch = 100ft.
� ,.► 4 � 1 �BL55 � � �,
131.565 A*
Lot 1, Block A ,,� ! i � BL57
MNDSONG RANCH --q` B�
OFFICE ADDITION 4V Drainage Esmt. _ ✓ oo,�� 13� BL58
i Doc. No. 2022-131 By Sep. Doc. 2022-131 _
l l I i O.P.R.D.C.T. O.P.R.D.C.T / �� DL47 -
` Prosper I.S.D. { i
- - - - - - - --- Doc. No. 2017-34540 OPRDCT , wiry �pkDJ BL /
ll Ii I I
�pOL48
Variable Width fire. Access. I I ( IiF� "" ♦ ♦ 1 k
Drainage,p& Utility Esmt. i I 15' S.S.E.' L♦i�r �; r r +' woo
(�\`
B Sep. Doc. 2022-131 a� / �l
// / 1 O.P.R.D.C.T. I By Sep. Doc. 2022-136680 .�� ,► �/ / 25, SSE
m L57 `�
I ( 1 O.P.R.D.C.T. 'I Z ,r^j
Doc. No.y-(Q �Z
Prosper Oaks, LP I `'`, B
Doc. No. 2022-52300 I 1 1 �,�' ,/ l33 B] -�
O.P.R.D.C.T. I j / ,% .8L✓ VDT^', Lot 10, 15 D.E.\
` Block X \ 2 149 _
Lot Z Block A III I ' j`► �'►.,� w�� a� as ,
WINDSONG RANCH ' 1 20' ss.E. s.,, , `;< - �_n06 ----- -----'-----------1!7-
15'
I I �►. , BL38 1 1Q0-Year / `�_ L53 IIBy Sep. Doc. 2022-131��1�Ultimate Condition�•' 2 1" _OFFICE ADDITION O.P.R.D.C.T. /, ,,✓ ,BL37 Floodplan (Proposed) �,Z ��1892341Doc. No. 2022 131 _ BL36 ��♦ \� 166.5YO.P.R.D.C.T. I 1 i ..f��'��,O 49.91V'/ cA �' / _-`�Im 12 MIN. 4 8 15' Side Setback and
40' Drainage Esmt. `I' I /� ii s ' � 310 4-91' li I I or,=581.4�mfFE for Lots Adpcent
By Sep. Doc.2022-131 I�i ,♦ p 9\ 25' Bl� II 20,78' 140.00'
I I _to Flo lain
.� I I I I I 1 odPO.P.R.D.C.T. I ,. ,i �r z Water Esmt. I � � � 25 S.S.E.SS,�
'-J By Sep. Doc. 2022-131 I ,�' ,�' I VP Wifldsong Itiveertrllents LLC 25.06 �/ ��' 1og9�r� 5' U.E g i 1 J N6923'4tMI
1 O.P.R.D.C.L / i ♦' Doc. No. 2018-142926OPRDCT L45� '��- ,� 5 S. 0\ �, 10 o * N I g I o 11 MIN. 1.14 $ ,....
,i ,i % ♦ ✓,1��° / 3�40 j•$: I ; 1 + = 581i4 i ♦ `
1 �' ✓♦ pg99� l� /y0s 9 6.91' ,1 j I I I 140.00'
0►♦ ggg8' 74.91 I II N8923'41'E 1
j �/ s C9 \ s \ 8 gyp, 1.80' C1g 74.91' I' 0 1m I /
15 D.E. 919 � �; i „' `� r^ 9+ � � I M1 _ MIN. FfiE
r i . 0. \ o 3r 6 py S8923'41 W I N 10 I/
♦ h"sn ♦�, 'E// i=1 �!� s \c^ \t\ * .W $ �`; s. 12 ml 1 =581.t1
�.NO* ♦ wr.wra♦ \� �♦ �6,�5� N) I II 140.00
.' / 1 26.97 ♦ y�S• ,.��� \ \\ R\ S6 g6• \ •, 19' 132.86' i N892341'E
♦ i i' !y-, Nam, , F' ry ' -1 /LcorO� r� \ �,e o,o S8923'41 W I 0 1 °� 9 MIN. 0 25' Rear Setback ond
" N 25 Rear Setback and U - e•� - 8 \. \� �, Z " :'� o 0
.� �... s ' Q1`r FFE for LtosFlood am ? 1 3g,2 1�O�i r o R,�• * \ r \t t 7 " � m o ^I o = 5814 ^ toFIFfor plots Adjacent
P N 67'15 02 E I % $ �' I o .� I "' I to Flood Imn
t ♦' , ...,� r 87/A C`P� ✓�, S�lEr7 a` r�d'i 7 F Tv' 13 140.00'
r t ♦ / / 15 Side Setback and N 89'1516- E" N 89'24'4r N 8929 50 E 6a / yy0 ti "o 9\tit c� k t N 134.93 `V I i N8923'41'E
IF E for Lots Adjacent 67.01' 60.01 68.3T -' "' H /% t •Z\ �, .N 19' 9-23'4 I I I I
I �' � �_ ,., t ( r o 6 5'•�°+ � .o 5803553 $8923'4/"W
* to Flood lain \\ p0 1 1 11.09'
30 S.SE Doe Branch P �_-�099_ ___1099_FIFF- = 577.4 (i ,11 a i o
tt r Doc. No.Zt)2$-653a1 I MIN. FTE , , W- N 1 \\ o
c1, MIN. FIFE `m' t $_`o �51 !Q 1 o
7 7 /' V Tributary 6.1 = 577.4 577.4 i t \\ c*Z 11 +<t 1 M 6 14 1 I I 140.00 1
\ � I _ oe = 577.4 ... $ ;n \\ y \�\ 5 * 2 •-•,I I I r rz o n ,
LOCATION MAP / KEY MAP
N.T.S.
LEGEND
(Not all items may be applicable)
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
CM
CONTROL MONUMENT
DE
DRAINAGE EASEMENT
UE
UTILITY EASEMENT
WE
WATER EASEMENT
SSE
SANITARY SEWER EASEMENT
SUE
SIDEWALKAND 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
I BUILDING LINE
HOA
HOME OWNERS ASSOCIATION
-400-
STREET NAME CHANGE
(D
BLOCK DESIGNATION
®
10'x10'TRANSFORMEREASEMENT
®
CLUSTER MAILBOX LOCATION - Per Revised SLIP
LOT FRONT
KEY LOT
NO DRIVE ACCESS
DROCT
DEED RECORDS, DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON COUNTY, TEXAS
OPRDCT
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
+► ♦ . i rn n M m rn w !\� �T `� m I p 6.93' 130.00 130.00' II I PROSPER ROAD
o W `;' 4 C� �; 9 N I I
vi \- o\ 1� cr of I I I I I R I I N8923'41"E
s \ o .�� .�, �� \\\ 2ts7� �, i g'< " " I I ' s m COMMUNITY PARK
i i I ti m s 4 N892341 E S8923'41 W
Or�25' BIL -25' BL 20 8\� �)i \ \ \ 06 1N�L1 S89'2S41"W ii 1 �1 o n 1� 7 I Doc. No. 2015-8 PRDCT NOTES:
\ i 10 � 5' U.E � 9R51 \ 13870' I I OL 8 5 i 15 m o I I I ��p
\\ , Exist 0' S.S.E. '� ��� '� �L .• �' �' �'239.29' J78.00====�71.00'2.75`�0.55 8.10' o u.E. 140.E O 1. Selling a portion of this addition by metes and bounds is o violation of Town ordinance and
Ex1 2 , , r -; \\ 4 w 2 �) 1 r N
\i t\� �> ml o' '' I 130.00' O 130.00' I' I II N8923'41"E I t state law and is subject to fines and withholding of utilities and building permits.
\ Doc. No. 2022-32139 .' / �' "0 • -' 124 \� N -� 10 r, ll >w 2. O All corners are 1 2 inch iron rods with yellow plastic caps stamped "SPIARSENG" unless
\\ O.P.R.D.C.T. ,�' ,�' �j" ♦ �' ALADASTA DRIVE _N89'234t E - ,,1 co+ ?i� 44 I I N8913'41'E S8973'41'W I o
\ ♦ - 441.Ce \t +3TE 1 II R W I! 3 kl 0 6 O otherwise noted.
\\ �' �♦ - ,\139ti \\t tt N1975 S8923'41'W II o 1m ro o �I r 1"' I �r 3. All development will comply with Town of Prosper PD-40 Requirements.
`
0 -- o m a
_ I 136. 17.85' 130.00' I I I 1 M c~ N) I< 5' S.u.E140.00'• I 4. All open space areas, Lots 6-10, Block X, to be owned and maintained by the H.O.A.
S - .39.91==49.2T:==73.97== - 71.00'===71.00====71.00'==-�0.92== 33.67=35.02 ^ t t 09 4
w 5' U.E.- 5' S U.E - - - - - oz * c'I t 1 O ( I I I I z I Q. I I N89"23 41 E
- - - - - 20 DL m �„ ) I I t30.00 130.00' I I I 5. Lots 6-10, Block X to be used for surface runoff. Drainage Easements for this use are
20BL , oo m o
\ \ �� 0� /� •�'" 30' BL 25 BL 25 8L 30 8L 41 0 10 z4 I t m 3 A ;j 11 1 0 "
_ III I o I I N892341 E S892341 W 11 g 1� 5 granted by this plat. g
' • �' \ \ °° '% % - II II 14.61' 1 pi !I �� ' 1� " 6. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance Section
15 n 14 „ 4 13 M 12 11 t3.31 11 i I $ a o 8 I II �' I 9.3
+ ++ i i' \ ✓' `\ \\ : J ii' / .4 17 M 16 0, M M r- �, 4 N8624'00'E s89'23'41"W I I m 3 17 I I I F.
+ + + / ✓'� ` \ car / Qy' / 18 con o_ o t o o o o N89"23'41"E w n h n 140.00
Z z Z z z N r I ,, 5' S.U. I 7. Lots 6-10 Block X to be used for sidewalks, trails, and landscaping. Easements
+ + + ,• / \ \ //� 2 r 132.20 II I 130.18' 130.00 -'' 130.00' 130.00' I II N892341 E I P 9
♦/ \ 0 u+ 'o, I I I I 3 I I .ril I I for these uses are + + + \ \ I /h`%r 3 I 1 1 . _ �1 _ o M granted by this plat.
,/� ++✓ ♦ �, \\ \` / V 2, S8T4950 W 4t' y S892329 W �I o �,� g m o ,+l $ I I J N8923'41 E S892341'W 1 I o I $ 8. No transformers or utility pedestals shall be allowed in the sidewalk and utility easement or
\ \ �!� ♦ / 19 �'' 66.55' 63.19 71.D0 71.00 7t00 71.33' 78.27 $ o m $ b^ I 2 12 b I ; ! m 5' U. I ,�, 4 , Y P Y
�1" 9 I m l�ao w cv o c b 1 N landscape easements.
+ + \ \\ `\ Q"�'--C� �\ 1FJ �ey� Rs ✓ 73.96' 70.00` 71.00' 71.00' 71.00' 71.00' 71.80 W n p� R W r o o I o L o_ o_ 18 �� g
+ + 0 51 SU.E z 5' S.U.E. N
w // 6�°° 1.00' Ft z I ii I N892341-E S892S41`W I " 5'S.U.E " of I II 140.00• 9. This property is subject to the VWndsong Ranch license agreement between VP wndsong
++++++ \\ \ BL16 N8923'41 E I " 'I N89'2341 E
t \ �� // 6jgp I 13001D 130.00 II Investments LLC (governing. the. installation &maintenance of street trees) and the Town of
Variable Width Slope Esmt. \ \ 30' S.S.E. // H6�¢7, �� �c'� ;, w w w 131.93' I 130.00 130.00 I I 5 W.M.E c! Prosper.
Doc. No. 2022-32140. ` ` Doc No. OS)y �° I I I I I 5' U.E 5 U� i I I N89'23'41 E S8923'41'W I I o I 3 1 D. This P plot is subject to the additional residential zoning standards outlined in ordinance 15.55
\ \ / 100-Year r
t + + + z_ / / m e t � 2 � � 3 � � 4 5 6 N 7 -,4 �I hI m a - 8 iT 15 uE �1 0' 1:� P 1 9
\ + + + \ \ w7, / Ultimate Condition /o * W S o a b o M * o I ,, 1 0 0 13 0) R I 11. All landscape easements must be exclusive of an other type of easement, with the
t + + \ V� Flood ain Pro osed `� u� �" - 8 I N `� a 1 _ j 19 c I ( I I P Y YP
QJ a ( P ) r I 20 "' v, ,n N rn rn rn c. cq 140.00'
t + + + \\ M 25, BL 30 BL 25' BL 30 BL 25' BL 20' BL Z _ - - 44 ) s ' i 1 1 1 i I i " 15' BL ' I I exception of perpendicular crossings, unless otherwise approved by Town Council
BL11 \ I r 2N �. 20 BL , 5' S.0 E - - - I I I_ 15 BL - i ---15 BL ` J J1 �� L_ _ x- _ I I I I N892S41'E
r \. \ I L _ - - - - _b .a - _• - - _ -- L-- _ `- -_ -- _ `- -- __ - - __-- _-_-�/ ZI N \� i - -- -- - __.-_ t___Jl� o m -ol' 12, Flood plain reclamation subject to engineering approval of flood study, wetland delineation
--121.64----' -- --- 120.OD------- 720.00- --- 120.00----
+ + \ 20 S.S.E. tl ______ �_ ____ __ �ti �� _=120.00-==_ �ll Q I 2 o study, habitat study, and vegetative study at time of Final Plat submittal Variable Width Slope Esmt. L`` \ L40 r •• •� ��------�74.22:====_ ---==149.66--71.00.__ _�1.00-- __.71.00.---=71.OD 71.00--==72.21-==
\ Doc. No. 2022-32140' 51.10 L41 19.06' r r 'r _ _ 310.OQ' _ 310.00 _ _ I I N I 13 K
\\ \ + + + + k )• \ �� 68.00 r 193.82 o- 47.54' _ _ _ 1 � IG��1 _ _ �„ _ 94Z54 _ _ _ - - - - - 58923'41'W I I I 140.00' I
S89'23'41'W ' L2 I �WHIM15ML COURT �s
\\ + + + L38 \y ¢ C1 58923 41 W -- -- -- - - 18'J - _ I I N8923'41"E I
\ + + + Las \ \ C 5 g2A8 - -- -- -- -- - _ _ _ _ - _ _ _ _
L37 , o� - 2.48 -= - 75.29 -- - 71.00=- - �1.00` - 71.00=== = 71.00== = T1.00` _==71.OD`-= _= 71.00 =_ = 71.00==- =�1.00 =_ = 71.00' ----71.00=---71.00 =- Lt 38.00 = 71.00-=
Utility Esmt. \ +++++ -- _�� \ ��' BL��W/.� 5,= = 2.79 - - 5' SU.E - - - - - - - - r - _ - - - 5' UE - - - - 1' I m $
05 ,,a�.l - -. S. - 20' BL - - 20 BIL 2D BL 25.00 8 = 10 I.I.E. 20 BL 5 U=E 1
\ 15 D.E.5 _ __8 20' BL - - -5 25 BL - 25 BL 25' BL 3D' BL - 30' BL 25' 15.00' `o I g 1 N
Dot, Na. +++t++ 1 \ P 9�ti ✓' 3 3 3 3 3 3' 3 3 3 30 BL 330 BL 3 N o o o, 3 3 3 3 �, w
2022-115 \\ , ♦ \ w L34 S6 e p� 5 B1 z 3 30' BL • 30' " 30 BL o rn o "as `ao 00 z' 1 0 _ o $ o 'a. o rn $ • o b, I I 140.00' I
+ + \ 2, x ,N ��, o� gam, g� g�, g� �� �� a� 1 0 2 3 4 5 6 7�
`y - o cm o o a Na
/ P o m io ci o [ b o 'F' co ~ 1 $ z o z z z I <n 10' U.E
O.P.R.D.C.T. \ ♦ / �p �� kk p �f�p pp �pp ccpp 15 16 [tg� 17 ctpp \ p p �p pp p Zp
\ /7 'y�� / 1D.06 4, t�'J 5 Kj ip 6 M r7 M M 1+') ,� M M M M M M M ^ M M C� M M C� M .N- O M M M M Mf M N 892341 E
j / ♦+ ++. 9 �\ L36 // h�i a 'o c, 4 �' w M o z z z z z z z z z z z o 1 1,46 TO
Variable Width \ / Variable Width Slope Esmt. \ �/ / �315 3 o z a u 1 13.85 0 6D Lot 8,
Slope Esmt \ r Doc. No. 2D22-32142 \\ L35 / �_ - / p �, ` ;. �,
Doc. No. �'� I - \ + + +' \ 20 BL ?, r 4.3T 10,52' O 15 57.16' 48.69' R W N Block X '
2022-115 w + y \\i 15' W.E.sa 2 99'J 71.12 60.48 7LOT 71,00' 71.00' 71.00' 71.00' 71.00' 71.O 71.00' 71.00' 71.OD l�? N 89TS41" E C21
71.00 71.00' 71.00 71.00' 71,Do �� 1/2 CIRF
+ a �, 65 • E N L14 20 N 8923'41` E L4 63.28' CID CM
0.P.R.D.C.T. k t BL8 qy a �, N 8923'42 _
++++++ �' r Ja 1 0" 18.85 52 £.61N66. 793332"E �22 782.79 13 I C C1 352.81' o�
65.28'
+ + + o° a 22.69' S�tiB 762500 A. ROBERTS SURVEY
��,�,��
+ + + / r' i^ N L29 . �� A 5 S T R A G T N O . 111 S -"-
E A. ROBERTS SURVEY +++ i Cti3 5 89°53 O3 W -� 298.�J �.�.� •- - u
ABSTRACT NO 1115 + + + g1 BL2
- �- -- - _ 5. - -- 13M PROSPER TRAIL ["at 9. 5 89°234� w 1514.83 Lot 7,
n "'L N E T H E R L Y 5 U R V E Y ++ �p RyL _- ._ -_ Block X---- ----- Block X- --- -
A B 5 T R A C T NO . 4 6 2' \+ +!� 32 N 6 \9 -- - -- ------ ---- - POINT 07
Lot 6 PROSPER TRAIL RAW
E \ + + Prescriptive DEDICATION BY
+ + + 131 + + + glA ROWtoRremainptive BEGINNING
26 O `� + + + + + PROSPER TRAIL R.O.W Block X ROW #o Remain
\ + O "+ + + + 1/2- CIRF 90,726 S.F., 2.083 At Existing Prescriptive SEPARATE INSTRUMENT
27 + + + + + + + CM To Be Dedicated in Fee Simple ROW to Remain DOC. NO.. 2015-008
+ + to + + + + + +OPRDC
+ + + + + + to the Town of Prosper
N 28 +C'\ + + + + + N 8923'41' E 1898.44' TO A PK
R.O.W. DEDICATION
+ ++ + + + + + +i BY SEPARATE INSTRUMENT
NAIL FOUND FOR SOUTHEAST CORNER
+ +" + + + + + +/ DOC. N0. 2022-32136
TEEL PARKWAY R.D:W BL6 + + + + + + OF THE A ROBERTS SURVEY,
11,521 S.F., 0.264 Ac. + + + + + + -
To Be Dedicated in Fee Simple \ �p�►+++++++} _
N to the Town of Prosper + °6 �A+++ I 05PI_R HILLS LP
OU , m - _ _ _ _ - Doc. No. 2022-52292
21 '-+ - - - _ I O.P.R.D.C.T.
++ �-=_---- _ Lot 1.DlockA
31 �O-7 _ = _ - - _� SEC TEFL
+ _______
s 20 32 ++++ + f'ROSPI=RADDITION
\ + + = _ _ _ _ _ - Doc. No. 2022-130
U 19 t + + +- O.P.R.D.C.T.
CJ R.O.W. DEDICATION _ _
s BY SEPARATE INSTRUMENT + + + + + + - _ _-
1$ DOC. NO. 2022-32136 + + +-
d 34 ++++++ _ _- ( R.O.W. DEDICATION
WINDSONG RANCH + _ _ _ _ _ a BY SEPARATE INSTRUMENT
PHASE 6A 35 ++++++ DOG NO.D.0 2022-130
N F � --'^ O.P.R.D.C.T.
Doc. No. 2022-115OPRDCT +++++
+ + +
1 + + +_-____-
--
2 ��
ABSTRACT NO. 1115
Prosper Hills, LLC
Doc. No. 2017-82639 OPRDCT
ey Lot fencing restrictions exist on this plat.
14. Finished floor elevation shall be at least 2' above the 100-year floodplain.
15. Lots backing to the floodplain shall have a 25' minimum rear setback.
16. Lots siding to the floodplain shall have a 15' minimum side setback adjacent to the
floodplain.
17. 9.245 acres of right-of-way being dedicated by this plat in fee simple.
18. 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.
19. 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.
20. Lots backing the Community Park may not drain into the park.
D21-0037
-_-- FINAL PLAT
WJL�TIJ0Oi\TG RA�TC1JI JHADE �9
49.453 GROSS ACRES
9.245 ACRES R.O.W.
40.208 ACRES NET OUT OF THE
A ROBERTS SURVEY MIST. 11159
L. XETHERLY SURVEY ABST. 962
TOWN OF PROSIER Filed
thf
DENTON COUNTY, TEXAS Den
OWNER - Lot 10, Block X
VP WINDSONG OPERATIONS LLC
130 N Preston Road, Suite 130
Prosper, Texas 75078
Telephone (469) 532-0681
Contact: David Blom
Scale:
OWNER / APPLICANT
GRBK Edgewood LLC
2805 Dallas Parkway, Ste. 400
Plano, Texas 75093
Telephone (817) 658-2112
Contact: Bobby L. Samuel III
1"=100' May, 2023 SEI
ENGINEER / SURVEYOR
Spiars Engineering, Inc.
76S Custer Road, Suite 100
Plano, TX 75075
Telephone: (972) 422-0077
TBPE No. F-2121
Contact: Matt Dorsett
Job No. 20-250
Sheet 1 of 3
Boundary Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
BC1
176.29'
800.00'
175.94'
S 6754'59" W
12'37'34"
BC2
61.18'
1000.00'
61.17'
N 26'38'39" W
3'30'18"
Boundary
Line Table
One #
Length
Diroction
131-1
16.79'
N
00'02'46"
W
131-2
16.59'
S
00'03'11"
W
131-3
8.44'
S
88'22'00"
W
131-4
30.45'
S
00'02'02"
W
B1-5
96.05'
S
61'36'12"
W
BL6
13.21'
N
2823'48"
W
BL7
119.34'
N
24'53'30"
W
BLEI
60.05'
N
62'51'27"
E
BL9
188.92'
N
24'53'30"
W
BL10
31.59'
N
81'11'11"
E
131-11
61.80'
N
80'25'07"
E
Boundary
Line Table
Line #
Length
Direction
BL12
152.09'
N
51'23'01"
E
61-13
56.62'
N
50'03'41"
E
131-14
32.57'
N
27'53'03"
W
BL15
88.60'
S
67'38'02"
W
131-16
66.88'
N
86'54'56"
W
BL17
47.25'
N
30'50'42"
W
131-18
59.29'
N
01"15'33"
E
131-19
60.61'
N
35"18'42"
E
BL20
85.83'
N
59'32'26"
E
BL21
108.79'
N
85'08'20"
E
BL22
68.85'
S
77'05'44"
E
Boundary
Line Table
Line #
Length
Direction
BL23
50.86'
N
73'33'32"
E
BL24
42.06'
N
64'53'17"
E
BL25
58.24'
N
47"17'08"
E
BL26
54.07'
N
28'56'05"
E
BL27
141.00'
N
23'58'59"
E
BL28
83.95'
N
29'43'58"
E
BL29
84.37'
N
42'50'21"
E
BL30
76.35'
N
53'22'09"
E
BL31
BL32
50.00'
47.10'
N
N
18'47'50"
50'00'48"
E
E
BL33
80.34'
N
75'08'15"
E
Boundary
Line Table
Line #
Length
Direction
BL34
27.07'
S
81'06'16"
E
BL35
97.38'
S
11 *50'17"
E
BL36
114.97'
S
86'47'37"
E
BL37
53.55'
N
74'18'06"
E
BL38
41.35'
N
62'39'09"
E
BL39
39.40,
N
41'46'56"
E
BL40
100.29'
N
49'51'44"
E
BL41
83.77'
N
06'42'52"
E
BL42
88.39'
N
42"43'18"
E
BL43
118.43'
N
6224'18"
E
BL44
46.64'
N
80'49'33"
E
SBO103A G01, S179 C48
52779 - All 15A ROBERTS, TR 2 & 3, 1.430AC/PART
52774 - All 15A ROBERTS, TR 4, 9.202AC/PART
52782 - A1115A ROBERTS, TR 5(PT), 5.200AC/PART
1019117 A1115A ROBERTS, TR 2C & 3C, 0.026AC/ALL
983701 All 15A ROBERTS, TR 2B & 3B, 6.80AC/ALL
983702 - All 15A ROBERTS, TR 4B, 20.70AC/ALL
983705 - All 15A ROBERTS, TR 5D, 3.302AC/ALL
983704 All 15A ROBERTS, TR 6A, 1.00AC/ALL
52766 - All 15A ROBERTS, TR 6, 0.17AC/ALL
959109 A0962A NETHERLY, TR 4B, 0.504AC/ALL
983703 - All 15A ROBERTS, TR 7B, 0.06AC/ALL
959108 - A0962A NETHERLY, TR 2B, 0.193AC/ALL
52770 A1115A ROBERTS, TR 7, 0.866/ALL
61
Boundary
Line Table
Line #
Length
Direction
BL45
88.50'
S
62'47'41"
E
BL46
86.62'
S
5436'20"
E
BL47
58.25'
S
35'14'41"
E
BL48
45.36'
N
87'02'03"
E
BL49
67.02'
N
S
56`39'08"
86"13'12"
E
E
BL50
39.28'
BL51
103.38'
N
40'40'37"
E
BL52
71.84'
N
18*57'22"
E
BL53
68.97'
N
59'49'41"
E
BL54
49.52'
S
S
7924'19"
36'31'06"
E
E
BL55
28.20'
Boundary
Line Table
Line #
Length
Direction
BL56
56.45'
S
14'17'05'
E
BL57
BL58
32.51'
41.75'
S
S
38'08'40"
5434'49"
E
E
BL59
28.19'
S
5338'25"
E
BL60
87.80'
S
05'05'05"
E
BL61
61.96'
S
35'51'09"
E
BL62
71.36'
S
65'45'39"
E
Easement Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C27
17.25'
77.50'
17.21'
N 51'14'54" W
12'45'08"
C28
28.47'
62.50'
28.22'
S 57*55'14" E
26'05'47"
Easement
Line Table
Line #
Length
Direction
L35
95.00'
N
24'35'05"
E
L36
87.34'
N
2435'05"
E
L37
80.93'
N
41'31'51"
W
L38
15.00'
N
48'28'09"
E
L39
58.65'
S
41'31'51"
E
L40
66.19'
S
31'36'58"
E
L41
50.21'
S
31'36'58"
E
L42
109.46'
S
51'53'08"
E
L43
15.00'
S
38'06'52"
W
L44
108.66'
S
51'53'08"
E
L45
25.20'
N
3224'48"
W
L46
441.86'
N
70'11'20"
W
L47
426.05'
S
70*11'20"
E
L48
239.39'
N
61'25'30"
E
L49
337.28'
N
89*22'16"
E
L50
44.85'
S
75'07'17"
E
L51
25.94'
S
00'36'19"
E
L52
47.85'
N
75'07'17"
W
L53
328.16'
S
89'23'41"
W
L54
225.42'
S
61'25'30"
W
L55
17.79'
S
3224'48"
E
L56
216.88'
N
4452'21"
W
L57
15.00'
N
45'07'39"
E
L58
216.88'
S
44'52'21"
E
Centerline Line Table
Line #
Length
Direction
L34
6.54'
N 00'00'00" E
Centerline Curve Table
Curve #
Length
Rodivs
Chord
Chord Bearing
Delta
C1
172.87'
500.00'
172.01'
S 79'29'23" W
19'48'36"
C2
486.25'
300.00'
434.74'
N 4257'42" E
92'51'58"
C3
172.36'
300.00'
170.00'
N 72'56'08" E
32'55'07"
C4
20.28'
300.00'
20.28'
N 2638'18" W
3'52'25"
C5
126.17'
300.00'
125.24'
N 12'39'12" W
24'05'47"
C6
78.54'
50.00'
70.71'
N 16'25'30" E
90'00'00"
C7
146.45'
300.00'
145.00'
N 7524'36" E
27'58'12"
C8
78.54'
50.00'
70.71'
S 45*36*19" E
90'00'00"
C9
146.45'
300.00'
145.00'
S 14'35'24" E
27.58" 2"
Lot Line
Table
Line #
Length
Direction
L1
35.36'
N
45*36'19"
W
L2
30.41'
S
10'04'03"
E
L3
30.41'
N
08'51'26"
E
1-4
35.36'
S
44'23'41"
W
1-5
14.14'
S
45'36'19"
E
L6
14.14'
S
44'23'41"
W
L.7
14.14'
S
45*36'19"
E
L8
14.14'
N
16'25'30"
E
L9
14.14'
S
73'34'30"
E
L10
14.14'
S
44'23'41"
W
1-11
14.14'
N
45*36'19"
W
L12
35.22'
N
45'33'28"
W
L13
35.27'
S
44*15'44"
W
L14
21.95'
S
00'36'19"
E
L15
12.52'
N
00'36'19"
W
L16
27.11'
S
13'07'16"
W
L17
27.12'
N
14'19'48"
W
L18
1.87'
S
00'36'19"
E
L19
1.85'
N
00*36'19"
W
L20
14.14'
S
4536'19"
E
Lot Line
Table
Line #
Length
Direction
L21
14.14'
N
44'23'41"
E
L22
14.14'
S
44'23'41"
W
L23
14.14'
N
45*36'19"
W
L24
13.64'
S
70'45'37"
E
L25
14.04'
N
16'51'15"
E
L26
14.14'
N
16'25'30"
E
L27
13.75'
N
44'02'32"
W
L28
14.22'
S
4637'11"
W
L29
63.21'
N
80'05"1"
E
L30
10.25'
S
61'36'05"
W
L31
34.26'
N
71'38'46"
W
L32
3.40'
S
70'00'26"
E
L33
56.07'
S
27'47'39"
W
Lot Curve Table
Gurve #
Length
Radius
Chord
Chord Bearing
Delta
C10
46.93'
290.00'
46.88'
N 85'58'09" W
916'19"
C11
25.13'
270.00'
25.12'
N 81'53'47" W
519'58"
C12
57.57'
290.00'
57.48'
N 8455'04" W
11'22'30"
C13
35.93'
150.00'
35.85'
N 07'28'03" W
13'43'29"
C14
34.61'
150.00'
34.53'
N 07'43'48" W
13"13'10"
C15
34.60'
150.00'
34.53'
S 06'31'19" W
13*13'05"
C16
35.94'
150.00'
35.85'
S 06'15'29" W
13'43'35"
C17
160.37'
845.00'
160.13'
S 83'57'28" W
10*52'26"
C18
82.95'
525.50'
82.87'
S 7533'52" W
9'02'40"
C19
105.80'
855.00'
105.73'
S 65'08'53" W
7'05'23"
C20
21.52'
245.00'
21.51'
S 81'44'46" E
5'01'54"
C21
62.54'
315.00'
62.43'
S 84'55'04" E
11'22'30"
C22
71.12'
870.00'
71,10'
N 86'21'21" E
4'41'02"
C23
51.28'
880.02'
51.27'
N 68'00'39" E
3'20'19"
C24
18.13'
25.00'
17.73'
N 48'48'44" E
41'32'42"
C25
23.65'
25.00'
22.78'
N 83'18'47" W
54"12'14"
C26
70.78'
145.00'
70.08'
S 7524'36" W
27'58'12"
Lot Area Table
Lot #
Block #
5quare Feet
Acreage
Lot Type
1
a
9,114
0.209
B
2
a
10,040
0.230
B
3
a
11,450
0.263
B
4
a
11,174
0.257
B
5
a
10,024
0.230
B
6
a
9,334
0.214
B
7
a
9,230
0.212
B
8
a
9,230
0.212
B
9
a
9,230
0.212
B
10
a
9,230
0.212
B
11
a
9,230
0.212
B
12
a
9,230
0.212
B
13
a
9,230
0.212
B
14
a
9,230
0.212
B
15
a
9,230
0.212
B
16
a
9,230
0.212
B
17
a
9,230
0.212
B
Lot Area Table
Lot #
Block #
ScLuare Feet
Acreage
Lot Type
1
R
17,031
0.391
B
2
R
9,414
0.216
B
3
R
9,414
0.216
B
4
R
9,415
0.216
B
5
R
9,415
0.216
B
6
R
9,415
0.216
B
7
R
9,549
0,219
B
8
R
11,942
0.274
B
9
R
11,357
0.261
B
10
R
13,900
0.319
B
11
R
9,978
0.229
B
12
R
9,417
0.216
B
13
R
9,400
0.216
B
14
R
9,400
0.216
B
15
R
9,401
0.216
B
16
R
9,638
0.221
B
17
R
10,398
0.239
B
18
R
12,552
0.288
B
19
R
14,315
0.329
B
20
R
16,811
0.386
B
Lot Area Table
Lot #
Block #
5ci,uore Feet
Acreage
Lot Type
1
5
12,430
0.285
B
2
5
10,803
0.248
B
3
5
11,204
0.257
B
4
5
13,814
0.317
B
5
5
11,070
0.254
B
6
5
9,230
0.212
B
7
5
9,230
0.212
B
8
5
11,011
0.253
B
9
5
14,085
0.323
B
10
5
10,882
0.250
B
11
5
10,530
0.242
B
12
5
10,530
0.242
B
13
5
121430
0.285
B
Lot Area Table
Lot #
Block #
5oLuare Feet
Acreage
Lot Type
1
T
8,557
0.196
B
2
3
T
T
8,866
9,230
0.204
0.212
B
B
4
T
9,230
0.212
B
5
T
9,230
0.212
B
6
T
9,230
0.212
B
7
T
9,230
0.212
B
Lot Area Table
Lot #
Block #
5quore Feet
Acreage
Lot Type
1
U
10,297
0.236
B
2
U
9,230
0.212
8
3
U
9,230
0.212
B
4
U
9,230
0.212
B
5
U
9,230
0.212
B
6
U
10,109
0.232
B
7
U
12,684
0.291
B
8
U
10,785
0.248
B
9
U
9,294
0.213
B
10
U
11,689
0.268
B
11
U
10,988
0.252
B
12
U
10,214
0.234
B
13
U
9,324
0.214
B
14
U
9,230
0.212
B
15
U
9,230
0.212
B
16
U
9,230
0.212
8
17
U
9,230
0.212
B
18
U
9,230
0.212
B
19
U
10,297
0.236
B
D21-0037
FINAL PLAT
Lot Area Table
Lot #
Block #
5oyare Feet
Acreage
Lot Type
1
V
9,940
0.228
8
2
3
V
V
9,940
9,940
0.228
0.228
B
B
4
V
9,940
0.228
B
5
V
9,940
0.228
B
6
V
9,940
0.228
B
7
V
9,940
0.228
B
8
V
9,940
0.228
B
9
V
9,940
0.228
B
10
V
9,940
0.228
B
11
V
9,940
0.228
B
12
V
11,384
0.261
B
Lot Area Table
Lot #
Block #
5quare Feet
Acreage
Lot Type
1
W
10,537
0.242
B
2
W
9,596
0.220
B
3
4
W
vi
10,233
12,459
0.235
0.286
B
B
Open Space Area Table
Lot #
Block #
Acres
6
X
0.866
7
X
0.480
8
X
0.245
9
X
0.013
10
X
16.852
49.453 GROSS ACRES
9.245 ACRES R.O.W.
40.208 ACRES NET OUT OF THE
A ROBERTS SURVEY AEST. 1115,
L. NETHERLY SURVEY AEST. 962
TOWN OF PROSPER
DENTON COUNTY, TEXAS
OWNER - Lot 10, Block X
OWNER / APPLICANT ENGINEER / SURVEYOR
VP WINDSONG OPERATIONS LLC
GRBK Edgewood LLC Spiars Engineering, Inc.
130 N Preston Road, Suite 130
2805 Dallas Parkway, Ste. 400 765 Custer Road, Suite 100
Prosper, Texas 75078
Piano, Texas 75093 Plano, TX 75075
Telephone (469) 532-0681
Telephone (817) 658-2112 Telephone: (972) 422-0077
Contact: David Blom
Contact: Bobby L. Samuel III TBPE No. F-2121
Contact: Matt Dorsett
May, 2023 SEI Job No. 20-250
Sheet 2 of 3
1
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
BEING a tract of land situated in the A. Roberts Survey, Abstract No. 1115, and the L. Netherly Survey,
Abstract No. 962, Town of Prosper, Denton County, Texas, being part of a tract conveyed to GRBK
Edgewood LLC, by deed recorded in Document No. 2021-110931 of the Official Public Records, Denton
County, Texas (OPRDCT), part of a tract conveyed to VP Windsong Investments LLC, by deed recorded in
Document No. 2018-142926 OPRDCT, and all of Tracts 1 and 2 conveyed to GRBK Edgewood LLC, by deed
recorded in Document No. 2023-19310 with the subject tract being more particularly described as follows:
BEGINNING at a 1/2" iron rod with plastic cap found in Prosper Road, a public right-of-way, for the
southwest corner of a right-of-way dedication thereof created by the plat of Prosper Road Community
Park, recorded in Document No. 2015-008, Plat Records, Denton County, Texas (PRDCT);
THENCE S 89'23'41" W, 1514.83 feet along Prosper Road;
THENCE N 00'02'46" W, 16.79 feet departing said road to a 1/2" iron rod with plastic cap stamped
"SPIARSENG" set;
THENCE S 89'53'03" W, 298.35 feet to a 5/8" iron rod with plastic cap found;
THENCE S 00'03'11" W, 16.59 feet;
THENCE S 88'22'00" W, 8.44 feet to a 1/2" iron rod found in Teel Parkway, a public right-of-way;
THENCE S 00'02'02" W, 30.45 feet along Teel Parkway to a 1/2" iron rod found;
THENCE departing said road, the following:
A non -tangent curve to the left having a central angle of 12'37'34", a radius of 800.00 feet, a chord of
S 67'54'59" W - 175.94 feet, on arc length of 176.29 feet;
S 6136'12" W. 96.05 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set;
N 28'23'48" W, 13.21 feet;
A tangent curve to the right having a central angle of 03'30'18", a radius of 1000.00 feet, a chord of N
26'38'39" W - 61.17 feet, an arc length of 61.18 feet;
N 24'53'30" W, 119.34 feet to a 1/2" iron rod with plastic cap, stamped "SPIARSENG" set;
N 62'51'27" E, 60.05 feet;
N 24-53.30" W, 188.92 feet; N 81'11'11" E, 31.59 feet; N 80*25*07" E, 61.80 feet;
N 51-23-01" E, 152.09 feet; N 50-03'41" E. 56.62 feet; N 27-53'03" W, 32.57 feet;
g
m
S 6738'02" W, 88.60 feet; N 86'54'56" W, 66.88 feet; N 30'50'42 W, 47.25 feet;
M
0
N 01 *15'33" E, 59.29 feet; N 35'18'42 E. 60.61 feet; N 59'32'26" E. 85.83 feet;
0
N 85-08'20" E, 108.79 feet; S 77'05'44" E, 68.85 feet; N 73'33'32" E, 50.86 feet;
a
N 64.53'17 E, 42.06 feet; N 47'17'08" E, 58.24 feet; N 28'56'05" E, 54.07 feet;
0
a N 23'58'59" E. 141.00 feet; N 29-43'58" E, 83.95 feet; N 42-50'21" E. 84.37 feet;
a
a
N 53-22'09" E. 76.35 feet; N 18-47'50" E, 50.00 feet; N 50'00'48" E, 47.10 feet;
N 75'08'15" E, 80.34 feet; S 81'06'16" E, 27.07 feet; S 11'50'17" E, 97.38 feet;
S 86-47'37" E, 114.97 feet; N 74-18'06" E, 53.55 feet; N 62-39'09" E, 41.35 feet;
N 41'46'56" E, 39.40 feet; N 49'51'44" E. 100.29 feet; N 06'42'52" E, 83.77 feet;
N 42-43'18" E, 88.39 feet; N 62.24'18 E, 118.43 feet; N 80'49'33" E, 46.64 feet;
S 62'47'41" E, 88.50 feet; S 54-36'20" E, 86.62 feet; S 35'14'41" E, 58.25 feet;
N 87-02'03" E, 45.36 feet; N 56'39'08" E, 67.02 feet; S 86'13'12" E, 39.28 feet;
N 40'40'37" E, 103.38 feet; N 18'57'22 E, 71.84 feet; N 5949'41" E, 68.97 feet;
S 79'24'19" E, 49.52 feet; S 36'31'06" E, 28.20 feet; S 14'17'05" E, 56.45 feet;
S 38'08'40 E, 32.51 feet; S 54'34'49" E, 41.75 feet; S 5338'25" E, 28.19 feet;
" S 35'51'09" E, 61.96' feet;
S 05'05 05 E, 87.80 feet;
0
S 65-45'39" E, 71.36 feet to a 1/2 iron rod with plastic cap stamped "SPIARSENG" set;
N And S 00'36'19" E, passing at 251.51 feet the northwest corner of the Prosper Road Community Park, and
continuing along the west line thereof a total distance of 1064.07 feet to the POINT OF BEGINNING with
the subject tract containing 2,154,150 square feet or 49.453 acres of land.
L
a
m
v
0
3
0
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: ACCESS EASEMENT
THAT we, VP Windsong Investments LLC, acting herein by and through its duly authorized officers, does hereby
certify and adopt this Final Plat designating the herein above described property as WINDSONG RANCH PHASE 9 The undersigned covenants and agrees that the access easement(s) may be utilized by any person or the
on addition to the Town of Prosper, and does hereby dedicate to the public use forever, the streets and alleys general public for ingress and egress to other real property, and for the purpose of general public vehicular
shown thereon. VP Windsong Investments LLC, does herein certify the following: 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,
1. The streets and alleys are dedicated for street and alley purposes. workmen, and representatives having ingress, egress, and regress in, along, upon, and across said premises.
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 LANDSCAPE EASEMENT
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 The undersigned a easement and restrictions herein set forth shall run ned covenants and agrees that the landscape caused by maintenance or repair. 9 9 P
6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to with the land and be binding on the owner(s) of the property in this subdivision, their successors and assigns,
use or using the some unless the easement limits the use to particular utilities, said use by public utilities and all parties claiming by, through and under them. In the event a replat is requested on all or part of this
being subordinate to the public's and Town of Prosper's use thereof. property, the Town may require any similar or additional restrictions at its sole discretion. The sole
7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts ` of responsibility for maintenance and replacement of landscape materials thereof shall be borne by any
any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or 'homeowners' association hereafter established for the owners of lots in this subdivision and/or the owners of
interfere with the construction, maintenance, or efficiency of their respective systems in the easements. the individual lots within this subdivision. Such maintenance and replacement shall be in conformance with the
8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or requirements, standards, and specifications of the Town of Prosper, as presently in effect or as may be
from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, hereafter amended. This provision may be enforced by specific performance or by any other remedy allowed
maintaining, reading meters, and adding to or removing all or parts of their respective systems without the by law. This Landscape Easement shall be void of utilities and other elements unless otherwise approved on
necessity at any time procuring permission from anyone. the plat.
9. All modifications to this document shall be by means of plot and approved by the Town of Prosper.
This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, DRAINAGE AND FLOODWAY EASEMENT
Texas. Q
Witness our hands at Denton County, Texas, this if W day of &!ty 2023. 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:
VP Windsong Operations LLC All of Lot 10, 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
A Delaware Limited Liability Company 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
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creeks or for any damage to private property or person that results from the flow of water along said creek,
By. yid::: '� • or for the control of erosion. No obstruction to the natural flow of storm water run-off shall be permitted by
David R. Blom, Vice President 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
STATE OF TEXAS § improve the storm drainage that may be occasioned by streets and alleys in or adjacent to the subdivision,
COUNTY OF DENTON § 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
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared conditions or obstruct the flow of water, and the Town shall have the right of ingress and egress for the
David R. Blom, known to me to be the person and officer whose name is subscribed to the foregoing purpose of inspection and supervision of maintenance work by the property owner to alleviate any undesirable
instrument, and acknowledged to me that he executed the some for the purposes and considerations therein conditions which may occur. The natural drainage through the Drainage and Floodway Easement, as in the case
expressed and in the capacity therein stated. 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
{y the occurrence of these natural phenomena, or resulting from the failure of any structure or structures, within
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of OIL( 2023. 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.
Amaris Lozano
MY Commission Expires "DI`°` NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
Notary Public, State f Texas Notary ID133955790
That We, GRBK Edgewood LLC, do hereby adopt this Final Plat designating the herein above described
property as WINDSONG RANCH PHASE 9, an Addition to the Town of Prosper, and do hereby dedicate to
the public use forever the streets and alleys shown thereon and do hereby reserve the easement
SURVEYOR'S CERTIFICATE strips shown on this plat for the mutual use and accommodation of garbage collection agencies
and all public utilities desiring to use or using some. Any public utility shall have the right to
That I, Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and the field remove and keep removed all or part of any buildings, fences, trees, shrubs, or other improvements
notes made a part thereof from an actual and accurate survey of the land and that the corner monuments or growths which in any way endanger or interfere with the construction, maintenance or efficiency
shown thereon were properly placed under my personal supervision, in accordance with the Subdivision of its respective systems on any of these easement strips and any public utility shall at all times
Regulations of the Town of Prosper, Texas. have the right of ingress and egress to and from and upon the said easement strip for the
'Q purpose of constructing, reconstructing, inspecting, and patrolling, without the necessity at any time
Dated this the � �
day of io1+ 2023. � OF l of procuring the permission of anyone. This plat approved subject to all platting ordinances, rules,
S r eR- regulations and resolutions of the Town of Prosper, Texas.
� a N
Q DARREN K. BROWN Witness our hands at Collin County, Texas, this _110 day of may 2023.
A 5252 i 4 GRBK Edgewood LLC
DARREN K. BROWN, RPLS No. 5252 <9 °PtSSNII {O darren.brown®
�� S U Rv spiarsengineedrig.com
STATE OF TEXAS §
COUNTY OF COLLIN §
(Name) Title)
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared STATE OF TEXAS §
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 COUNTY OF COLLIN §
expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of M_ q (� 2023. BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally
appearedT�e-,%A �A'&imA� 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
.,.. Faith Nicole Sourber the purposes and considerations therein expressed and in the capacity therein stated.
neyCommissi°°expires GIVEN UNDER MY HAND AND SEAL OF OFFICE this the �`Q day of
Notary Public, State of Texas �� "°3`2 zo1D5 Y hAU 2023.
Faith Nicole Sourber
My Commission Expires
CERTIFICATE OF APPROVAL Notary Public, State of Texas $r++J2 ID
� � Notaryy ID
133262075
Approved this day of TN h Q 20 by the Planning & Zoning Commission of the
Town of Prosper, Texas.
OF Pb
Town Secretary O� ���
A h
b-,A ,A
�4
Planning Department
D21-003i
FIXAIL PLAT
WINTSONG �ANCH CHASE 9
49.453 GROSS ACMES
9.245 ACRES R.O.W.
40 205a ACRES XTET OUT OF THE Sheet 3 of 3
A ROBERTS SURVEY ABST. 1115,
L. NETHERLY SURVEY ABST. 962
Filed for Record
TOWN OF PROSPER
in the Official Records 01:
DENTON COUNTY, TEXAS
Denton Coun
On- 7/312023 2:11:11 PM
In the PLAT Records
WINDSONG RANCH PHASE 9
Doc Number: 2023-238
OWNER - Lot 10, Block X
OWNER / APPLICANT ENGINEER / SURVEYOR
Number of Pages: 3
VP WINDSONG OPERATIONS LLC
GRBK Edgewood LLC Spiars Engineering, Inc.
Amount: 150.00
130 N Preston Road, Suite 130
2805 Dallas Parkway, Ste. 400 765 Custer Road, Suite 100
Order#:
Prosper, Texas 75078
Plano, Texas 75093 Plano, TX 75075
By: JK
Telephone (469) 532-0681
Telephone (817) 658-2112 Telephone: (972) 422-0077
Contact: David Blom
Contact: Bobby L.Samuel III TBPE No. F-2121
Contact: Matt Dorsett
May, 2023 SEI Job No. 20-250