SB0094ARear Property Une
-L 125 Rear BL (Tw•) I _�
I I (20' w/30' Front BL)69
-
o J4/
8' Side 1 7 e' sbe Selb,ock Setback
_L 20', 25 & 36 Front /
-----� -�--s s-u.e-- - ---- DOE Branch
Front Property Line
/f// Smiley Road, Ltd. �� I� -
STANDARD LOT =AIL FOR 10 -YeU ar Ultimate Doc. No. 2017-120458 OPRDCT
LOT TYPE A. B. Q & D Conditions Floodplain
PARVIN ROAD R.O.W.
Pc/.-dir
Branch Flood Study, Exist, Prescriptive 1519 SF, 0.035 AC r ; A' � = / 1/2" IRF -' ; / Q C r Q
al Strategies, Dated R.O.W. (Parwn Road) e� � �► �° TO BE DEDICATED TO THE , \ S B 0 0 J A 0 1 V 1 7 V V 11/10/2021) - -- - f - TOWN OF PROSPER
Rear PropertyLine r �. .... •• �' --'I ARVIN ROAD
125' Rear BL (Tw.) I I
il /�------- i7-'-i 1/2'IRF
--- ---- - _ 983700 - A1113A B. L. TRU, TR8B(ALL)
I (2d w/30' Front BL)-
_
r--setback 5'slde - PAWN ROAD R.O.W. �� � 983699 - A1113A B.L. RUE TR 1 B & 2B(ALL)
r~sem� � -
'- I 1 41Dedication N 1
r411111, Doc. No. 2020-37562 �1 BlocklX u.E� g 1
LCL 20'x2D'
J I J 1 I J -N 51'1147" W� Tf63.86`_
1/2' IRS �r - 10' U.E. u'
5' Sae 5 Side Far the northwest comer of the \� - CJ 8"1'5"j'50" E 4G1�.rJI � r" r-
7 Selbad7 v-\+ ,�, -� ,
1 �- -� J- 8. Rue Survey Abstract Na. 1113 + - N8911 27"E
20'. 25' & 30' Front B / * �\� - - - -
and the intersection of the east � ♦ I"
T5' U.E line of the H. Rue Survey \�+\ + , L - - �_ - - �6U6. " 33 LS - -53 2 - 99' - 5Ei87 t/2" IRF
5 ' 1.:E. _ I Abstract No. 1111 I# + - CM
---- - ---- 50 00 - �.OD` - 50 00 - 50bD'-.00 - 50U0' - 50 00'- 50.OD` - 50U0 - -3T.85 - 49T1` �7 52 - 50 OD 16.99'
49.9B` 5' W.M.E. 15:61'
Front Property Line �4�+ 1 III iO 16.84' Z 11.61 z zi W � d � 16 P 17 0 18 o Z 19 (I 30' 30'
IW30'
\ 5 W.M.E. z w n
STANDARD LOT DETAJL 1 3 3 3 3 3 3 3 �, 3 w- 14 ' 15 o w g Pi
r
2 g 3 oM 4 oM 5 p�oM 6 8h 7 o��j oN�7 o�, w 13 0 >g �:� ^ S
LOT' TYPE \+, '+ r"') M M M C7 rh M M M M ;R 8 t7 p M O O 'L z
EM MM 1 10 0� 11 �� 12 �o� 30_gL 30' BL
\ \,+`E, . M n ^ o 0 0 0 ^ o o. ^ z o 25_BL
\+ 1 $ ^ z 25_BL 20_BL 14.38' 15.65' I ^I3
\4- v\� 3D' BL 30' BL 5 SU.E 30' BL 0.46_ 20_BL
- 25' BL 20' BL 25' BL - 25 BL 2D' BL 5' U.E. 26 BL
;4 14.27 - - - - -SDB`- =50At
��DU.\
:R.W.D. Esmt. a \+ - .Z1i �OAO= �F.00` =50��_ OIIO'= �0.00` =51 22' _ :5q.w= 0. 28. _ `>3.30` 1 CS _ _ 124.08' \\\�
Doc. 2-144335 k �� t� d` r, 136_? _ -- e - S89'1l'27"W I � � J
DPRDCT \ 469.63_. _KESTREL STREET _ Cs _ _ e- ss422 zD.w _ �� 0
y�\'\\\ i S89'26'35 W 94 - 51, I ) ``^^J
Access Easement *i v° - D2`- D:05 �:M, 06' 20' BL 19.69' 20' BLS i I O �i, U
b Se Doc. 2022-160993 u\ x -- =-0`0 _ _ _ _ 25' BL
Jo Lynn Carey Ninemire et al y p' 5 rr _ - _ - - - - - - 1s.37 - 5 S. E. - - I; i - 2-J P
+�/� R W 20' BL 5' U.E. 20' BL 25' BL 30' 8L W (� ��
Doc. No. 2014-16824 DPRDCT ` .\+� 25' 25' 11 F 30' BL 25' BL 3D' BL 25' BL 25' BL 30' BL 25' BL 30' BL N w 16 17 ' 18 I W m 69
sr13�>�n14� 15$� I o
�O �A fG `t] N N N m N m N cn d N 11 W iP 12 -t N O Or: n,, to N I •�
QI 1 2 MM 3 a� 4 5 M 6 7 M 8M 9 �M 10 g Iii iW O
^ N N ^ ^ ^ ^' g5'46'56'E I i l Q
16.94' 3 50.5, 5D.28' 50.89 61.24 N
�N VP Wincisong Investments LLC
Doe Branch 15' Drainag�smt. \ IA s o 60.00' S0.00' 50.00' 5D.00' 5D.00' 5D.00' S0.00' 50.00' 50.00' 39.74' 53.32' 4.7rf 6.73 50.02' �02 77 51.69' 51.05' 72.57
By Sep. Doc. 2022-161018Q 43.04' p�1N 8976'35"E 50.02' 34.70 49.45 49.66' 49 m{ 1 1
Doc. No. 2018-14292fi DRDCT
Exist. 2640' SUE
\ / T\ _ _ _ i. t m 10.26' - 15.38' To Be Abandoned (BTP)
\\ L'`\..\ 19 IiT
N �, 20 ,e• I
N •O N •tJ N O O ^ �' p) N �••: 41 O 21 CT 1 1 15 Drainage Esmt
\/ I N N N N N N _ - 22 .P I t.
8- S_ s_ N 23 9
/ - 40 U.T.R.W.D. Esmt. w flL 36 M 35 34 " 33 M 32 31 ' M 30 M 29 M 28 r 27 26 25 24 M 3 g 5.38' j ` By Sep. Doc. 2022-161018
/ = _ !\i�il o �JJ I I �Z �_ �z ^a �z �z ^z ^z ^z ^z o o ^z ¢ 30'BL
/ Doc. No. 2006 13568t . \ (V o J 1 I z = 15.22' 25' BL - 8.20'
L30' BL 25' BL 5' U.E. 30' OIL 25' BL 25 BL 25' 8L 30' BL 25 BL 20' BL 15. BL2
20 BL 20 BL - 20 BL - 20 BL 18.02 - 77 �1= ,-� - -
1 -
- O N 1 l 5' S.U.E. - - - IRF
----------_---- - -50.8t _ -SO. -- W= IRF 81-81/z �z"
_ _ 1%2•IRF.
`_ '_ -SD. _''w- - _ mow- •IRF BL3 - ----- -- - ----_--. - - -
r - -- --- -
- 0 BC4-- AVOCET LANE
:_ z. N _ 653.Of _ AVOCET LANE _ - cm r BG3 11`2' IRF
--
N8926'35"Ex5o s.u� d' -
To Be Abandoned 1/22- R , _ _ BL _ _ - -_ _- l---
1/2"
- T.72; 1 281_8 1� 4 2 3 2 L
5.26 _ 13.34 / F 1 /
20' BL - - - - 20' BL - 5' U.E. 2D' BL - 5' S.U.E. 2D' BL - - - - - ` - r
o I l
25' BL 25' BL 25' BL 25 BL 30' BL
30' 8L 30' BL 25' BL
VP Windsong Investments LLC 15' Sanitary Sewer Esmt, 0 7.D3 W �, W ;y w W W I/� Il)
I I uo o rn •
.n ,n
B Sep. Doc. 2022-161019 V� , o n o Tn o o- g` g .o g .n $ " g N o N o N N q v
Doc. No. 2oz1a41so oPRDcr y P \ yI v 1 2 3 N 4 N 5 o N 6 0 7 0" 8 N 9 o N 15 M 16
' ' , oN "� o_ o- K;- n rn�'� rFi- M,.,, Il 1 / l /'l I 1 /' l ' '
vI en in gin n ro r7 Min ^'> " .- n ;n ,,, t'x r7 S'� "' S" i' ^ S'� , 1/Y IRF ,. '/
'."� :" r"�i •- o oo ^ o pp o o ^ o 1 tr / r / L 2
O ^ C!J N N N fn (n I h l l, �/ , ,/
l
\ I to -
1 100-Year Ultimate 1 \ 892635'E / Q 1L' r;� / I aI /,�
E J� Conditions noodploin \� 67.63' 50.79 50.79' 50.79 50.79' 50.79 50.79 50.79 50.79' 50.79' 50.79' S0.79' 50.79 50.79 50.79 62.81 / N aC l'1 ' l z �' I ' 3
r �� MNDSONG RANCH PHA E 8, F` y
0 ' (Per Dae Branch Flood Study, \� i 52.02' 50.00' 50.00 50.00' 50.00' 50.00, 50.00' 50.00' 50.00' 50.00' 50.0(Y 50.00' 50.00 50.00' 6220' 77.24 I, t 1 Ill ,
-q\�- DOC. NO.2022-194
�J By;Cardinal Strategies, Dated
r 11/10/2021) \\ T\ O ? / O 2'� 9 / X 4 CGJ N
r J< fJ I l �� 3 3 3 3 3 3 3 3 _ 3 3 w /�m Q I1 r I �."\ r l ( 4 �� l
Exist. Good H Road ., t... ^ ^ ,"', m M co, .i v �� n o n m l _
"� \' 1\ ao o• d- c5- dim M I V , , - l I;I ,
C Prescriptive Ri Right \ 32 M 31 N 30 N ;� 29 Nip 28 N 27 �I 19 18 17 m / " i
2 9 "I .� M Ih M M < M 4 M M� Y M NM ^ in M MJ M Ih ^ '•V j.� ) `��i �l l; i �...`\ �/ T , , I `_`�`
\ Qj'69 ^o ^o ^o o ^o -o -o 0 0 ^o ^o ^o ^b n ¢ / /
Abandoned By Ordinance \ 1\ z z z z z ^ z z z z z z z z z, z a� / 2 C) / _J I r
0 4.73' 30' BL LLI h-v
No. 2022-67, Torm of � 30' BL - - 30 BL �// m /C1 �/ �� 9 u �/ �/. , 1 8
P Prosper, Texas I' 20' BL - - _it
25' 0L - 20' BL 5' U.E. 25' BL 5' S.U.E. 25' BL 20_BL 25' BL 2D' BL 25' BL 10.07 14.14 I I _� W
a0�0`= H.00`- 'a0� = . 05 �TO.W`- =SDI= Ta0A8= 1/2* IRF
�� "i/ 7 r r7r lii it ��
117
F
HOLLAND COURT BLa r 5 8 ; I / r I
I i •. �'.' O - - - - .n 3 _ 8911'' - - - - - r Cll = N�l-�t rl„TL`` ' I ; /I; ! ,
N891127"E Exist 25 x SUSor E �-
r 15' Drainage Esmt. ; ti a -N - - - -- - - To Be Abandoned (Bm L BLlO I JI
By Sep. Doc: 2022-161018 � . \ _ = K D4 5T B4`= - �#P Wvg4L _ '_ - k%O4 - - - - 51�J4` �S-)4 _ BL 12 1 7 % l h
L -- --- \ .ar - 25' BL 2D' BL 25' BL -5' U.E. o, BL 25 BL 30' BL 20' BL 25' BL 210.94'14,14' Bl lam✓ z� ` l/ l I/I `\ / / ! -
1 ery} �. . _ _ 1 �30 BL w W 4.00' / I
--" I 1/2' IRF �� r;j / I l ��� 8
mot' ,—_ �,. . . - 1 BL14 I R 15 !i
,.� W ^ W Ir • •I� W T'� W I� W I� W �
Vic, 1 2 3 4 5 6 7 8 9 M 10 M 11 , M 12 ( h i II i
^ ^ �? r /'r! ' / / II
ill I I �'
o c III m II 'I i ., i D I. II!. 1 G r-
;On= 1 I i 9 1
1 F III - -- I 14 1 l
61.04 61.04' 1.04 69.66 1 W5R GROUNDS LLC
S69'11'27"W � �I
i I Doc. No. 2021-136701 v� .� c r o r ,iWIT-- -
OPRDCT v ? 6884' 61.04 61.04' 61.04' 61.04 61.04' 61.04' 61.04' 2" IRF � \ �' i� !- - IlI�!!�
5 SQ I 12"I W 252.77 !, I 8 I
14
1 Good Hoe Rd ROW Dedication 10
i y P• • \: r r g o n o o m S M 19 q ''.'� 18 0 =� 17 0', 1 G) 14
B Se Doc. 2022-161036 \\ t 24 0 23 22 0 21 20 as
III oz ^ z ^ Z z z ^ z ^ z •-'►n I II I _'.' 1 9 �I; I1 il.ill i 1' I 12.
r' !/ 25' I1 rn r4i rx "-» 3D. BL v M M - III 13 III I III III 12 I,I II I
L_30 BL^ 25' BL 25 BL ^ 0 - 25' BL 5' S.U.E. + t----------a ----__
1 .c. I 2D BL --- I -- ---- I
20 BL - - 5 U.E. - - - - -! tQ
�
1 I -
a N N ( R051TALANE----
' 522.07 _ ROSITA LANE _ - _ 5LI6 - - - - - - --
-_ / ',^, S891I'27"W Exbt. 15x50' S.U.
1/2 IRF
40' U.LR.W.D. Esmt. p a
Doc. No. 2006-135681 i % ` p ` N To &Abandoned
V - _461�0`= = `_--==i16 ---- �-
1 62.t1'- 61--- 1 -
Q jir 20 BL 25' BL BL 25'BL 530'BL 5'U.E 20'BL 434, 1 cal I l' �,-'/ __- r----- II
_ 12
30
__ ;
7
e� y L►
2. oM 3 bo, 4 0 5 6 orn * mI 1 11 \,11\1 �i / �''� 'I 10 1I� II
- - - - - -- ----- o r .
I
M M O pp O I .ii i / '
/ iL i O O N N 130.11, 12. 1/2' IRF \ j
f't� ^ ^ L of 4, �," - 13
BL23 O ' I 10
! = 11I O M S89'11'27'W I I Block X
II S89'11'25'W 1
5' S.U.E.
Good Hope o O i' 70.66' 61.00' 61.00' 61.00' 61.00' 63.15'
7 I
Cemete M p 1 I 72.81' 61.0w 51.00' 61.00' 61.00' s1.DD'
I i I fl t35.t1' S' U.E.- I�Ci1 1 �, / J�C F ` /� 4
Vol. 89, Pg. 555 DRDCT I m O " (1-1 ' II G�'', O
I S89'11'27 W N 1
1 L__--
m o 0 7 -
g " 13 o f 12 11 10 - _ 9l 1/2� IRF -
Exist. Prescri five M 15 0 °a, 14 ; 3 �? S *
P I o 0 0 9 ►1 I BLIa / 14 I 1
ROW to Remain I I z z z g z o 13.62' C / _ i l l
�3D' BL 25' BL 30' BL 25' BL 1/2' IRS' / 4
Good Hope Rd ROW Dedication = = 20 BL �_ _ ��_ �_ =--2-1858--1=35. �/ �V 1 -: 71 III II
y p BL20 / - y i
B Sep. 2022 155096 s �O 6D k4�D` FAO` 511 / - -�- f
5 S.U.E.
KINGLET COURT_ - -�- r
i 1 i 1
- - - - - - tole ned BTP \ 1 2" IRS . - J - 11 to I I 7 '!I
c,� S89'1125'W / � 2 � � -._ _ --
7 - -
1. - I �75
Exist. Prescriptive _ _ - - - _ _ _ /2" IRs.1
ROW to Remain 4.51' - 30' BL 5' S.O.E. 20' BL 25' BL 30' BL 25' BL 27.19� v
(Goad Hope Rd) 30 BL 25' 6L 5 U.E. �, w W ., 8 / �S
14.69 fi 6
W W \/
2 0•� 3 0 4 5 6 7 0� 8 .3 9 ,` - _�---
CD a /� 10
rt' N M I
s 1 r2 7 N z \\ \ W[NDSONG RANCH PHASE 8 I
^ ^ ^ N ^ ^ N �1 <J tP� 1 %/ ! DOC. NO.2022-194
20 7
_ _ o, t ,-
_ .0 61.00' 61.00' 97.56 A - It
69.32' 61.0061.00' 61.00' 61.00 61 0 `
I" • / S Sq 112"1 W 515A0 1/2" IRS 0
1 Y IRS 111 1'1I1 �
I � 4
12 i
g 4 o
VP Windson Investments LLC 13
N Tract _
Doc. No. 2018-142926 DRDCT r j / 14 - 3
Q 1 i �%- ~"
3 �► Q 1 1
I 15
2
Matchiine See Sheet 2
LOCATION MAP / KEY MAP
NOTES: N.T.S.
1. Selling a portion of this addition by metes and bounds is a violation of Town
ordinance and state law and is subject to fines and withholding of utilities and
building permits.
2. 0 All corners are 1/2 inch iron rods with plastic caps stamped "SPIARSENG" unless
otherwise noted.
3. All development will comply with Town of Prosper PD-40 Requirements.
4. Open space area, Lot 1, Block X, to be owned and maintained by the H.O.A.
5. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance
Section 9.3.F.
6, Lot 1, Block X to be used for sidewalks, trails, and landscaping. Easements
for these uses are granted by this plat.
7. No transformers or utility pedestals shall be allowed in the sidewalk and utility
easement or landscape easements.
8. This property is subject to the Windsong Ranch license agreement between VP
Windsong Operations LLC (governing the installation & maintenance of street trees)
and the Town of Prosper.
9. This plat is subject to the additional residential zoning standards outlined in ordinance
15.55
10. All landscape easements must be exclusive of any other type of easement, with the
exception of perpendicular crossings, unless otherwise approved by Town Council
11. Flood plain reclamation subject to engineering approval of flood study, wetland
delineation study, habitat study, and vegetative study at time of Final Plat submittal.
12. Finished floor elevation shall be at least 2' above the 100-year floodplain.
13. 5.856 acres of right-of-way being dedicated by this plat in fee simple.
14. 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.
Boundary
Line Table
Line #
Len9 th
Direction
BL1
36.13'
S
13'41'22"
W
BL2
60.00'
S
89'11'27"
W
BL3
5.38'
S
00'48'33"
E
BL4
14.58'
S
42'22'15"
W
BL5
128.99'
S
8313'36"
W
BL6
50.00'
S
05*34'11"
E
BL7
1.72'
N
84'23'53"
E
BL8
13.34'
S
47'40'29"
E
BL9
14.14'
S
58'43'13"
W
BL10
1.17'
N
76'16'47"
W
BL11
50.00'
S
13'43'13"
W
BL12
1.17'
S
76'16'47"
E
BL13
14.14'
S
31 *16'47"
E
BL14
4.00'
S
13*43'13"
W
BL15
180.00'
S
00'48'33"
E
BL16
3.38'
N
89*11'27"
E
BL17
14.14'
S
45'48'33"
E
BL18
68.16'
S
00'48'33"
E
BL19
13.62'
S
33'21'09"
W
BL20
50.00'
S
08'12'11"
E
BL21
14.69'
S
57'33'13"
E
BL22
129.67'
S
14*45'14"
E
BL23
484.42'
N
01'47'00"
W
N
W * E
S
0 50 100 200
1 inch = 100ft.
LEGEND
(Not all items may be applicable)
IRS
IRON ROD SET
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
CM
CONTROL MONUMENT
DE
DRAINAGE EASEMENT
LIE
UTILITY EASEMENT
WE
WATER EASEMENT
SSE
SANITARY SEWER EASEMENT
SUE
SIDEWALK AND UTILITY EASEMENT - See Note 8
WE
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
►
STREET NAME CHANGE
Q
BLOCK DESIGNATION
®
10'x10' TRANSFORMER EASEMENT
®
CLUSTER MAILBOX LOCATION - Per Revised SLP
III
LOT FRONT
*
KEY LOT
NO DRIVE ACCESS
DRDCT
DEED RECORDS, DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON COUNTY, TEXAS
DPRDCT
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
PHASE 10
131 LOTS DEVELOPED TO PD-40 STANDARDS
29.264 ACRES (4.44 UNITS/ACRE)
AVERAGE LOT SIZE = 7,266.54 SIF
1 OPEN SPACE LOT
Boundary Curve Table
Curve #
Length
Radius
Chord
Chord Searing
r7eito
BC1
592.96'
1010.00'
584,48'
N 73'31'22" E
33'38'16"
BC2 _
155.89'
330.00'
154.45'
S 14'20'33" E
27'04'00"
BC3
8.20'
325.00'
8.20'
S 83'56'57" W
1 *2642"
BC4
30.99'
1475.00'
30.99'
S 83'49'42" W
112'14"
BC5
58.58'
275.00'
58.47'
S 07'37'02" W
1212'22"
BC6
108.01'
600.00'
107.86'
S 08*33'48" W
1018'51"
BC7
169.42'
775.00'
169.09'
S 07'04'19" E
12'31'32"
BC8
1.53'
275.00'
1.53'
S 81 38'15" W
0*19'08r
BC9
7.19
325.00
7.19
N 81 09 47 E
1 16 03
021-0035
FINAL PLAT
Lot Summary
Pharos 10
Type
A
(Min.
8,000
SF) 17
Type
B
(Min.
9,000
SF) 6
Type
C
(Min.
10,500
SF) 1
Type
D
(Min.
12,500
SF) 1
Type
E
(Min.
6,000
SF) 106
Total
131
WINDSONG IRANC]HI ]PHASE 10
29.264 GROSS ACRES
5.618 ACRES R.O.W.
23.646 ACRES NET OUT OF THE
B. RUE SURVEY - ABSTRACT 1113
TOWN OF ]PROSPER
DENTON COUNTY, TEXAS
OWNER/APPLICANT ENGINEER/SURVEYOR
GRBK Edgewood LLC Spiars Engineering, Inc.
2805 Dallas Parkway, Ste. 400 765 Custer Road, Suite 100
Plano, Texas 75093 Plano, TX 75075
Telephone (817) 658-2112 Telephone: (972) 422-0077
Contact: Bobby L. Samuel Ill TBPE No. F-2121
Contact: Matt Dorsett
Scale: 1'=100' November, 2022 SEI Job No. 20-251
Sheet 1 of 3
Filed for Record
in the Official Records Of:
Denton County
On: 12/7/2022 8:26:32 AM
In the PLAT Records
WINDSONG RANCH PHASE 10
Doc Number: 2022-450
Number of Pages: 3
Amount. 150.00
Order#:
By: DP
2
Matchline -`vee Oheet 1
If
,j`�'''►. .! Good Hope
Cemetery
m # I �' " •� ' ' " Vol. 89, Pg. 555 DRDCT I \\ N DOC. Pt0 1
} \
w w 19
/ >
7 p� z 1 100—Year Ultimate
r r Conditions Floodplain Exist. Prescriptive \
If
i ROW to Remain \ ,
Lu4 w�
ly
.0 .dl B. RUE 5URVEY
XM ABSTRACT NO. 1I13 =
— -- _ --
L- NETHERLY SURVEY
% / ----- A B 5 T R A G T N O. G 6 2
40' U.T.R.W.D. Esmt. 30' Sanitary Sewer Esmt
Doc. No. 2006-135681 i i By Sep. Doc. 2022-161019
Vt' Windoong Inveetment5 LLC I
Doc. No. 2021-74160OPRDCT
/ 15' Sanitary Sewer Esmt.
By Sep. Doc. 2022-161019
,
,
VI' Windeong Inveotment5 LLC
1
15' Utility Esmt. -- o — Doc. No. 20T Tract ract926 DRDCT
i' By Plat No. 2022-219 j
MND50NG RANCH PHA5E -, 3 LE �-
DOC. NO.2022-219
; W
_r
i
i
/ I I of 12. Rlock F \
Lot Area Table
Lot #
Block #
5ayore Feet
Acreage
Lot Type
1
A
6,515
0.150
E
2
A
6,500
0.149
E
3
A
6,500
0.149
E
4
A
6,500
0.149
E
5
A
6,500
0.149
E
6
A
6,500
0.149
E
7
A
6,500
0.149
E
8
A
6,500
0.149
E
9
A
6,500
0.149
E
10
A
6,596
0.151
E
11
A
6,716
0.154
E
12
A
6,731
0.155
E
13
A
6,554
0.150
E
14
A
6,550
0.150
E
15
A
6,624
0.152
E
16
A
6,699
0.154
E
17
A
6,721
0.154
E
18
A
6,598
0.151
E
19
A
7,804
0.179
E
Lot Area Table
Lot #
Block #
5cpore Feet
Acreage
Lot Type
1
B
7,801
0.179
E
2
B
6,543
0.150
E
3
B
6,543
0.150
E
4
B
6,543
0.150
E
5
B
6,543
0.150
E
6
B
6,543
0.150
E
7
B
6,543
0.150
E
8
B
6,543
0.150
E
9
B
6,543
0.150
E
10
B
7,077
0.162
E
11
B
6,812
0.156
E
12
B
6,806
0.156
E
13
B
6,797
0.156
E
14
B
6,860
0.157
E
15
B
7,284
0.167
E
16
B
7,286
0.167
E
17
B
7,015
0,161
E
18
B
8,041
0.185
A
B
8,623
0.198
A
B
6,864
0.158
E
r
B
7,171
0.165
E
B
7,251
0.166
E
B
- 7,227
0.166
E
B
6,958
0.160
E
25
5
6,674
0.153
E
26
B
6,574
0.151
E
27
B
6,550
0.150
E
28
B
6,550
0.150
E
29
B
6,550
0.150
E
30
B
6,550tO.
E
B
6,550
E
F32
B
6,550
E
B
6,550
0.150
E
34
B
6,550
0.150
E
35
B
6,550
0.150
E
36
B
7,810
0.179
E
Lot Area Table
Lot #
Block #
5gyare Feet
Acreage
Lot Type
1
C,
10,017
0.230
A
2
C,
6,604
0.152
E
3
G
6,602
0.152
E
4
r5
G
6,602
0.152
E
G
6,602
0.152
E
6
G
6,602
0.152
E
7
Cl
6,602
0.152
E
8
G
6,602
0.152
E
9
G
6,602
0.152
E
10
C,
6,602
0.152
E
11
G
6,602
0.152
E
12
G
6,602
0.152
E
13
G
6,602
0.152
E
14
G
6,602
0.152
E
15
G
6,622
0.152
E
16
C,
10,434
0.240
A
17
G
9,172
0,211
A
18
G
7,153
0.164
E
19
G
6,519
0.150
E
20
G
6,530_
0.150
E
21
G
6,541
0.150
E
22
G
6,552
0.150
E
23
G
6,563
0.151
E
24
G
6,574
0.151
E
25
G
6,585
0.151
E
26
G
6,596
0.151
E
27
G
6,607
0.152
E
28
G
6,618
0.152
E
29
G
6,629
0.152
E
30
G
6,640
0.152
E
31
G
6,651
0.153
E
32
C,
7,017
0.161
E
Lot Area Table
Lot #
Block #
5ctuare Feet
Acreage
Lot Type
1
E
9,169
0.210
B
2
E
7,942
0.182
E
3
E
7,942
0.182
E
4
E
7,942
0.182
E
5
E
7,942
0.182
E
6
E
7,942
0.182
E
7
E
7,942
0.182
E
8
E
7,942
0.182
E
9
E9
E
I-
10,660
0.245
B
Lot Area Table
Lot #
Block #
5Ruore Feet
Acreage
Lot Type
1
F
8,924
0.205
A
2
F
8,031
0.184
A
3
F
8,031
0.184
A
4
F
8,031
0.184
A
5
F
8,031
0.184
A
6
F
8,031
0.184
A
7
F
8,031
0.184
A
8
F
8,031
0.184
A
9
F
8,031
0.184
A
10
F
8,031
0.184
A
11
F
8,031
0.184
A
12
F
10,071
0.231
B
17
F
7,935
0.182
E
18
F
7,935
0.182
E
19
F
7,935
0.182
E
20
F
7,935
0.182
E
21
F
7,935
0.182
E
22
F
7,935
0.182
E
23
F
7,935
0.182
E
24
F
8,981
0.206
A
Lot Area Table
Lot #
Block #
5gyare Feet
Acreage
Lot Type
1
D
9,280
0.213
B
2
D
7,930
0.182
E
3
D
7,930
0.182
E
4
D
7,930
0.182
E
5
D
7,930
0.182
E
6
D
8,209
0.188
E
7
D
11,780
0.270
C
8
D
10,031
0.230
B
9
D
13,129
0.301
D
10
D
7,930
0,182
E
11
D
7,930
0.182
E
12
D
7,930
0.182
E
13
D
7,930
0.182
E
14
D
7,930
0.182
E
�15
D
9,272
0.213
B
Open Space Area Table
Lot #
Block #
Acres
1
X
1.447
Lot Curve Table
Curve #
Length
Radius
Ghord
Ghord Bearing
Delta
C1
32.85'
30.00'
31.24'
S 30'48'54" W
62'44'37"
C2
49.11'
1350.00'
49.10'
N 87'00'24" E
2'05'03"
C3
1 43.33'
1500.00'
43.33'
N 87'58'06" E
1.39" 8"
C4
40.10'
30.00'
37.18'
S 38'50'46" E
76'34'41"
C5
42.10'
30.00'
38.73'
S 39'56'49" W
80'24'21"
C6
27.32'
1025.00'
27.32'
S 01'01'11" E
1'31'38"
C14
1 42.10'
30.00'
38.73'
N 41'59'11" W
80'24'21"
Centerline Curve Table
curve #
Length
Radius
Ghord
Chord Bearing
Delta
C7
165.07'
300.00'
163.00'
N 16'34'20" W
31'31'34"
C8
126.15'
1500.00'
126.11'
S 86'46'53" W
4'49'07"
C9
132.76'
1500.00'
132.71'
N 86'54'27" E
5`04'15"
C10
131.23'
1500.00'
131.19'
N 8656'12" E
5'00'46"
C11
76.08'
300.00'
75.87'
N 83'32'40" W
14'31'47"
C12
26.66'
1000.00'
26.66'
S 01'01'11" E
1'31'38"
C13
38.71'
300.00'
38.69'
N 85'29'38" E
7'23'38"
Lot Line
Table
Line #
Length
Direction
L1
36.04'
S
73'53'22"
E
L2
14.14'
S
44*11'27"
W
L3
14.14'
S
45'48'33"
E
L4
14.14'
N
44'26'35"
E
L5
LL6
14.14'
N
45'33'25"
W
14.21'
N
44'28'02"
E
L7
14.07'
N
45'31'58"
W
L8
14.02'
N
43*42'13"
E
L9
14.26'
N
46*17'48"
W
LOCATION MAP / KEY MAP
N.T.S.
NOTES:
1. Selling a portion of this addition by metes and bounds is a violation of Town
ordinance and state law and is subject to fines and withholding of utilities and
building permits.
2. 0 All corners are 1/2 inch iron rods with plastic caps stamped "SPIARSENG unless
otherwise noted.
3. All development will comply with Town of Prosper PD-40 Requirements.
4. Open space area, Lot 1, Block X, to be owned and maintained by the H.O.A.
5. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance
Section 9.3.F.
6. Lot 1, Block X to be used for sidewalks, trails, and landscaping. Easements
for these uses are granted by this plat.
7. No transformers or utility pedestals shall be allowed in the sidewalk and utility
easement or landscape easements.
8. This property is subject to the Windsong Ranch license agreement between VP
Windsong Operations LLC (governing the installation & maintenance of street trees)
and the Town of Prosper.
9. This plat is subject to the additional residential zoning standards outlined in ordinance
15.55
10. All landscape easements must be exclusive of any other type of easement, with the
exception of perpendicular crossings, unless otherwise approved by Town Council.
11. Flood plain reclamation subject to engineering approval of flood study, wetland
delineation study, habitat study, and vegetative study at time of Final Plat submittal.
12. Finished floor elevation shall be at least 2' above the 100-year floodplain.
13. 5.856 acres of right—of—way being dedicated by this plat in fee simple.
14. 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.
N
W *E
S
0 50 100 200
1 inch = 100ft.
LEGEND
(Not all items may be applicable)
S
IRON ROD SET
F
IRON ROD FOUND
F
CAPPED IRON ROD FOUND
M
R
CONTROL MONUMENT
E
DRAINAGE EASEMENT
E
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
491D►
STREET NAME CHANGE
Q
BLOCK DESIGNATION
®
10'x10' TRANSFORMER EASEMENT
®
CLUSTER MAILBOX LOCATION - Per Revised SLP
10-
LOT FRONT
*
KEY LOT
NO DRIVE ACCESS
DRDCT
DEED RECORDS, DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON COUNTY, TEXAS
OPRDCT
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
PHA5E 10
131 LOTS
DEVELOPED TO
PD-40 STANDARDS
29.502 ACRES
(4.44
UNITS/ACRE)
AVERAGE
LOT SIZE =
7,266.54 SF
1
OPEN
SPACE LOT
Lot Summary
Phase 10
Type A
(Min.
8,000
SF)
17
Type B
(Min.
9,000
SF)
6
Type C
(Min.
10,500
SF)
1
Type D
(Min.
12,500
SF)
1
Type E
(Min.
6,000
SF)
106
Total
131
D21-0035
FINAL PLAT
WINDSONG ]RANCH JIPHHSE 10
29.264 GROSS ACRES
5.618 ACRES R.O.W.
23.646 ACRES NET OUT OF THE
B. RUE SURVEY - ABSTRACT 1113
TOWN OF PROSPER
DENTON COUNTY, TEXAS Filed
in the
Dento
On: 1;
OWNER / APPLICANT ENGINEER / SURVEYOR In the
GRBK Edgewood LLC Spiars Engineering, Inc. WIND
2805 Dallas Parkway, Ste. 400 765 Custer Road, Suite 100 Doc N
Plano, Texas 75093 Plano, TX 75075 Numb
Telephone (817) 658-2112 Telephone: (972) 422-0077 Amou
Order;
Contact: Bobby L. Samuel III TBPE No. F-2121 By. C
Contact: Matt Dorsett
Scale: 1"=100' November, 2022 SEI Job No. 20-251 --
Sheet 2 of 3
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON § SURVEYOR'S CERTIFICATE
WHEREAS GRBK Edgewood LLC, is the owner a tract of land situated in the B. Rue Survey, Abstract No. That I, Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and
1113, Town of Prosper, Denton County, Texas, being all of "Phase 10", conveyed to GRBK Edgewood LLC, by the field notes made a part thereof from an actual and accurate survey of the land and that the
deed recorded in Document No. 2021-110931 of the Official Public Records, Denton County, Texas (OPRDCT), corner monuments shown thereon were properly placed under my personal supervision, in accordance
with the subject tract being more particularly described as follows: with the Subdivision Regulations of the Town of Prosper, Texas.
BEGINNING at a 1/2" iron rod with plastic cap found on the south line of a right-of-way dedicationfor Dated this the _a� day of2022.
Parvin Road, a public road, conveyed to the Town of Prosper by deed recorded in Document No, �� OF
2020-37562 OPRDCT, for the northeast corner of Phase 10, and being a westerly corner of the remainder �P G s r FR\Ff
of a tract conveyed to VP Windsong Investments, LLC, recorded in Document No. 2018-142926 OPRDCT; \�
� o
Ln
DARREN K. -BROWN
THENCE along the common line thereof, the following: ---- _7-0..-.5252..��..�...._
„ DARREN K. BROWN, R.P.L.S. N0. 5252 ��o eP�
9tiQ S U sp arsengi eedarren.brownring.com
S 13 41 22 W, 36.13 feet to a 1/2 iron rod with plastic cap found;
A non -tangent curve to the right having a central angle of 27'04'00", a radius of 330.00 feet, a chord of
S 14'20'33" E - 154.45 feet, an arc length of 155.89 feet to a 1/2" iron rod with plastic cap found; STATE OF TEXAS §
And S 00'48'33" E, 402.55 feet to a 1/2" iron rod with plastic cap found for a northerly corner of COUNTY OF COLLIN §
Windsong Ranch Phase 8, an addition recorded in Document No. 2022-194, Plat Records, Denton County, BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally
Texas; 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
THENCE along the common line thereof, the following, at each point a 1/2" iron rod with plastic cap found: and considerations therein expressed and in the capacity therein stated.
S 89°11'27" W, 60.00 feet; GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 21 day of No *Jbf,C 2022.
S 00'48'33" E, 5.38 feet;
Faith Nicole Sourber
Notary Public, State of Texas MyCo�m� fissioExpires
S 42°2215 W, 14.58 feet; Notsr ID
„ yy
\;•.. 133262075
A non -tangent curve to the left having a central angle of 01°26'42", a radius of 325.00 feet, a chord of S 83°56'57" W NOW THEREFORE 8.20 feet, an arc length of 8.20 feet; , KNOW ALL MEN BY THESE PRESENTS:
S 83'13'36" W, 128.99 feet;
That We, GRBK Edgewood LLC, do hereby adopt this Final Plat designating the herein above described
property as WINDSONG RANCH PHASE 10, 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
A tangent curve to the right having a central angle of 01°12'14", a radius of 1475.00 feet, a chord of S strips shown on this plat for the mutual use and accommodation of garbage collection agencies
83°49'42" W 30.99 feet, an arc length of 30.99 feet; and all public utilities desiring to use or using same. Any public utility shall have the right to
remove and keep removed all or part of any buildings, fences, trees, shrubs, or other improvements
S 05°34'11" E, 50.00 feet;
or growths which in any way endanger or interfere with the construction, maintenance or efficiency
of its respective systems on any of these easement strips and any public utility shall at all times
have the right of ingress and egress to and from and upon the said easement strip for the
N 84'23'53" E, 1.72 feet; purpose of constructing, reconstructing, inspecting, and patrolling, without the necessity at any time
of procuring the permission of anyone. This plat approved subject to all platting ordinances, rules,
S 47°40'29" E, 13.34 feet;
regulations and resolutions of the Town of Prosper, Texas.
Witness our hands. at Q3i\lY\ County, Texas, this 22- day of nlove,,,..bee2022
A non -tangent curve to the right having a central angle of 12°12'22", a radius of 275.00 feet, a chord of S 07'37'02" W - 58.47 feet, an arc length of 58.58 feet; GRBK Edgewood LLC
S 13'43'13" W, 208.79 feet; By - -
S 58°43'13" W, 14.14 feet;
(Name) (Title)
N 76'16'47" W, 1.17 feet;
STATE OF TEXAS §
S 13'43'13 W, 50.00 feet; COUNTY OF COLLIN §
S 76°16'47" E, 1.17 feet; BEFORE ME the undersigned, a Notary Public in and for The State of Texas, on this day personally
appeared kri .a known to me to be the person and officer whose name is
S 31°16'47" E, 14.14 feet; 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.
S 13'43'13" W, 4.00 feet; GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 7-2 day of NpV 1Wk;IGC 2022.
A tangent curve to the left having a central angle of 10°18'51", a radius of 600.00 feet, a chord of S
08'33'48" W - 107.86 feet, an arc length of 108.01 feet;
Notary Public, State of Texas .a.. a Faith Nicole Sourber
S 89'11'27" W, 252.77 feet; My commisslon expires
f so aryID
No33262075tary D
S 00'48 33 E, 180.00 feet; 1
N 89'11'27" E, 3.38 feet;
S 45°48'33" E, 14.14 feet;
S 00'48'33" E, 68.16 feet;
A tangent curve to the left having a central angle of 12'31'32", a radius of 775.00 feet, a chord of S
07°04'19" E - 169.09 feet, an arc length of 169.42 feet;
S 33'21'09" W, 13.62 feet;
A non -tangent curve to the right having a central angle of 00°19'08 a radius of 275.00 feet, a chord of
S 81'38'15" W - 1.53 feet, on arc length of 1.53 feet;
S 08'12'11" E, 50.00 feet;
A non -tangent curve to the left having a central angle of 01°16'03", a radius of 325.00 feet, a chord of N
81'09'47" E - 7.19 feet, an arc length of 7.19 feet;
S 57°33'13 E, 14.69 feet;
And S 14'45'14" E, 129.67 feet to a 1/2" iron rod with plastic cap found for a northeasterly corner of a
tract conveyed to VP' Windsong Operations LLC, recorded in Document No. 2022-63115 OPRDCT;
THENCE S 89'11'27 W, 593.90 feet along the common line thereof to a 1/2" iron rod with plastic cap
stamped "SPIARSENG" set in Good Hope Road, a public road;
THENCE N 01'47'00" W, 484.42 feet along said road;
THENCE N 00°15'22" W, 1105.53 feet continuing along Good Hope Road to the intersection thereof with Parvin
Road, a point for the southwest corner of the right-of-way dedication thereof;
THENCE S 89'39'30" E, 493.51 feet along the south line of said dedication;
THENCE continuing along the south line of said dedication, around a tangent curve to the left having a
central angle of 3338'16", a radius of 1010.00 feet, a chord of N 73'31'22" E - 584.48 feet, an arc length
of 592.96 feet to the POINT OF BEGINNING with the subject tract containing 1,274,738 square feet or 29.264
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.
CERTIFICATE OF APPROVAL
Approved this 15 day of �u h e 20
by the Planning & Zoning Commission of the Town of Prosper, Texas.
`v R*11-
'down Secretary OF P
J."0
Engiheer'inQA4artment
1914'
Planning Deportment xAS
D21-0035
]FINAL ]PLAT
Raj
29.264 GROSS ACRES
5.618 ACRES R.O.W.
23.646 ACRES NET OUT OF THE
B. RUE SURVEY - ABSTRACT 1113
TOWN OF PROSPER
DENTON COUNTY TEXAS
Fill
s
in i
Del
On:
OWNER/APPLICANT ENGINEER/SURVEYOR
In I
GRBK Edgewood LLC Spiars Engineering, Inca
WII
2805 Dallas Parkway, Ste. 400 765 Custer Road, Suite 100
Doc
Nut
Plano, Texas 75093 Plano, TX 75075
Am m
Telephone (817) 658-2112 Telephone: (972) 422-0077
Ord
Contact: Bobby L. Samuel III TBPE No. F-2121
By:
Contact: Matt Dorsett
Scale: 1"=100, November, 2022 SEI Job No. 20-251
Sheet 3 of 3