SB0091AI ,
PHASE 8 ( 1
201 LOTS DEVELOPED TO PD-40 STANDARDS
TEEL PARKWAY R.O.W
54.340 ACRES (3.70 UNITS/ACRE) Dedication by separate
Instrument No. 2022-32138
AVERAGE LOT SIZE = 8,387.75 SF
4 OPEN SPACE LOTS m I w N
Lot 5ummaryphase S w
> Ln
Type A (Min. 8,000 SF) 48 , : F N
rill
Type B (Min. 9,000 SF) 52 w Q Q
Type C (Min. 10,500 SF) 3 VP Windsong Investments LLC I m
Type D (Min. 12,500 SF) 0 51-58 Doc. No. 2018-142926 DRDCT �. p
BL41 +/z" aRF
Type E (Min. 6,000 SF) 98 151-51
33L5a BL40 N 5111I'2"I" E - 1242.62' � _ -
BGIS c C13 34.86'
Total 201 BG14
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C15 2�-5-- 122 14.37' 161.32' ---rya o �,o- 325.59' N
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'
_ ---- -- - -- 0 128.63 = ___----123.38 = - /�-- - - - - - - - - - 1
lfi �e1 C6==64.25`--===-723.72`_-- 131.13_ �12256' Ir ---- - - - - I o 0 20.83 l r 13.6838311'18" 16.3T
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r ^ . 15' BL _rn r 15' BIL n 22 ! 20
m U o rn m 1 N h /o n vQ o 879' ma of ^ 17.75' rn 13L NJ o o
o I I l rn 13 / 131. 131.00' " 1.1100 N7
U 131• $. 130,00, �l 0 1 SI711'18"E g NI676 r g JmS767647" o N76764j"W r g m 676N 6764jW o N76y6�
BL55 O, 9 1 �' I%
h 66' h S NI6y6' " n 4.21 13025 n 47" E /_ A� ¢7° n / h m 47"
S80' 4I N o W Jo 2 ' 21 a / h o W - 5' SU.E 1 co J_ W 1/2' CIRF
d 54'19"E o W m /m 21 1 r 7 M o bJ g 2 0 / y 19 2.15 r 1�2° CIRF
r 5,, °' ' 22 m 0 2 �'/ S 131 131.00' ' 0 W. 0 131.00' "v 132.
0 0 0 of N 1,502 ' o r m 76 �0 4I W S N7 3bDo' R' N76 ' l r r 00, ^
ROW J 2 n 130.00' �' o I 130.21' n S N7676' 9 N o N)- 47" g N7676' "W i m 76, " N ti647"1Y rr $ m N76y6,47, y
o g NI676'47" o m S76764I h 47 W m "��i io? Jo W �_ 20 r l 4I 1y h 20 m 1, Jo 18 W /
25' 130.15' W f ✓ r 3 0
rY I ?5 i�r 57676' $ 21 m o JN 3 'v 13 20 NJ S N/v / 131 g 131.00' � J o A/o 131 O o0 1j1 p0, o f "t N 132.0Q, o
U.E. o 00 h ' NI6 h
ry 3 N7130.00 v o r 130.21' w o S N7676 47" ? / $ 7676 47" o y6 47°W U 2i oo m N7676 7" N 676 ¢7•W S N7676'47 1 2 CIRF
W 47 3 0 676'47" $ W h 4 G h 19 m /� W A_ ' 19 "W O 1/,
GRBK EDGEWOOD LLC / w5' S.U.E. 3 s76' "W 1? ° o /mS7 f 19 m O /o o o/ 4 J�
Doc. No. 2021-110931 DRDCT 0) �! r/ 130J ' ^ o h 20 m o rn ' o 0 0 "' 0 131.00. 0 5' S U.E. a S 131. b l "�I^ N g m
5 _ 4 / r310 o . / r o . oo' / h 13200' 1
5I rn / o O v 13029' w /O o NI 0 h $ N7676' ! r 3J.00' h N7 ' r , o c0
v 67647° 13000' N o "'/v 130 D o N7 0 6y ' 47 NI � 676' " l o N76
Jm E g N767 J to 1 S76 ?1' <v 6Tf7j 1y ! r , aC / m W / $ fed
67 47'W N 4 W a M / 7 W
° 6'47 3' 7647' n 647" h 18 W o o6 h I h 647" tY)m
z / 4 o W 5 o m E 1 g �► t h 5 0 , 0 5 18 5 u E• 0 16
BL32 - O RO N d � rn M 1.0 ' S 131.00' S' S.0 ! 50' 131. $ 131. l "' l lam' 1320 ge j
IE � 19 5' s.u.E ° 2 J 5 1 13 0 ,
m r 13Q15' m 130. t o / W o. 130.47' N m (� v m N7676' 0 �' h NI676'47"1V R�W o N7 �" $ N76y �0, h 50' o J N7676' O 7 Z ^ SI67 o NI 00 " 25'! 25' 130,21 n N77DY40" N y W m 6 47 N W RO 7
47" 76 6 q7 0 ¢
BL51 /m 647E o 6'1641° }' o SI676• i W n Jo `on 17 , /. W h W
o W , o 0 47"E h rn N 6 17.31 0 25' t? 0 6] 25 t? 15
S' % 17 m m J v, 25' m 25' o f() C
5 v^ 1 18 ,/ S 5' U.E. 6 0 131.94' l$ 50, N 131.09' o NI6131.00' N t? 131.00, Q 131.0p' J <v / 132.nn,
m L48 / 130.15' c^o a NI 30.00' , h 13p,21' ° ro NI837 " RaW ; m N7Iyg0p"W N v 1.11'7647°W " m N76764I' - N76." " S m N7671 "
-t W S7 m 676'¢7" / cS S7676' " 51 W � JN �, 1.11 , . J v W 7 W , l0 7 W -� ° AC
4� b W Jm 67647"f h Wm a 1 h Jm 4IF 16 m !' 25I ? r7 16 / v i- o, 16 m r/
7 h a, 7 . / N 14 5' W.M.E. m /
i / 13 S VP Windoon
BL2q oo s{� �� / N 17 o� ltl i o 7 16.43 t.25' n / S 25 5' U.E a; 131.00' o m 41(V 9.80 131 0
MdY ram`' 6 134.88' a, NISb5' " M m N1.9�0' 9.31' `r �31.00' y� o J N7 2� h LU 1 Investments LLC
5 U.E h h N7.39' 20.0 I 1 130.96' NI831' : 33 W / 63 37" N76 6' " 0 676'4T
BL28 V 130.20' q 8�T09` J 21.17 57616' " I /ry 14"W ^ , m ,, 2 ' f o W 47W
6.8T W 47 r I $ 15. ;.,, "n ;� ry $ ro 16.74 16.74 ii 13 h Doc. No. 2018-142926 DRDCT
BL2-i IV o /� S7676;I"E 20.63' 16 `l, M /N 8 E 15 0� o ' 5' S.u.E131.35' a 131.00' S, UE�/ rW rl 5' U.E. 131.01' M 131.5' mJ N �2 13204' 9.42' 1/2 OF
m 5 S.U.E. 137. 1 4029 0 5J' 06 to 50'� 13.49' S
(y 134.17' 5' U.E 13386' w� 27 _ N80' .r M9'"W N N _ NI845' " N7I' 00 ry h 20 _ N7635¢ "
V c'I �� ] N8235'14"W !' S79'48'10` "^i ON814614"W 'i I n g W o i� �G 14 m a� _ M n /•m W o 54
! a Iio!J f n m o M �l ^ 0 9 � 14 m V,
130.80, m ^ cv m 1 4 o b ! n M w
N 8Q°II'27° E 252."i 7' S83, 0'46'E N 15 al 1 (_0 9 of 131,47' 131.00' I „ 131.02' 131. �l 133,DI'
50' .� 137.03 7 135.08' 137.29' I M; ^ m N8147' 00 ! r NI
w I - N8320'25"W N822348"W 57W J _ri o m N8051'26"W N N8017927"W , "' m 873'46W
61.04' 61.04' 61.04 69.66 ROW v 8 �° N87'01'17"W I I I '2 h m� v n n v N N
N89ii'27"E 25' 25' S86O1'18"E n lug 10 1� `� 10
13 5' s.uE. N - 13 ml
m u, �v of II o I I/
O 14 m ( 7 10 (g 131.00' N `* I v µm 134.18' dm 1
O o d n rn 131.03 131.00' v
3 3 3 ( UV 130.17' N < �I � �� 134.93' � 1-0 N8338'53"W II N825T /I ' N N8036'43" N84DT I 21"W N82 W
N89'11'27"E 12.60' 137.65' i1 + 1 53"W m �r11"W m I I I I 1 134.16' o N84'49'S5"W I i ;.� I N m co
�'g 16 M 15 40 0 14 roi a 13 ,io 1 4.13' -4- S88'2TO3°W I I N8T44'40"E w N m rn ' m a 12 of c io 11 "' " I 10 A ro ' rEEL PAR
� $ g � � o f I I lw N j2 0l I � l0 11 � ^ 15' BL I I 12 ^ 1 n O V fCWAY R.O.W
o ^ z 5' S.U.E.0' BL 13 - o Y " L� - - - - - - - - - - -�JJ I lLL _ - 15' BL _ J 135.28' Dedicated by Separate
(Y 30' BL i o I �; I I 1 m 11 f 15' BL- - J U L--- -_= 120J2'-== `---=121.19`---- _ _ -JJ 11 N8339'40" instrument
25 BL 20' BL 5 U.E I1 6 � 130.15' - ____12220'=--== l = 721.18` -__ W T_ No. 2022-
mr _ .J) ^Iz 1 N89i1'27"E 140.69' _--58' ===22.9 �y I l?y N J �� ti�1 N i g U 32143
=61.04 = = 51.04-= Ti1.04'- 58.04 5840205"W P; t 111.1a -' 25_g•10' " �,� _ _ 17.90 KINGLET COURT 312:19' s? m
rr I i- o L 56.07' _ _ -� 4 - _ � co
m �_ ( - C3- - -I 136.3T
R05iTALANE N891f2TE " o fY is 10 0 12 w �) 1 1Z2 ��245.9�-- - 6 588'3200"W N l?9�I �o N88'2112W N86'22'41"W ,
N 0 130.15 / J� \h - �'S �1---- _ r = 121.05` = __ --- l� ry m
838' - 23777' - 1 12300`=== -=-120.26`==-�\ -- = 12101`--
LOCATION MAP / KEY MAP
N.T.S.
Rear Property Line
25' Rev BL_(Typ.) � I
1
1(20' w/30- Front BL) I ,
I I J
v s' 7
Selbadc
r side 7
Setbaok
20', 25' & 36 Front 1_
i - �__
-
5 S.U.E_ _I
STANDARD
LOT TYPE
Front Property Line
LOT DETAIL FOR
A. B. C. & D
Rear Property Line
25' Rear BL (Tm•)
(20 ■/30' Front BL)
-�
I`-5'SI&
1-�ett�k
i Js�
I J.
5' swe 7
Seback 7
20', 25 !i V Front
1_
-
-5t,E__-
Front Property Line
100
0 50 100 200
1 inch = 100 ft.
Basis of
bearing: State Plane
Coordinate
System, Texas North
Central Zone 4202, North American
Datum
of 1983. Adjustment
Realization
2011.
LEGEND
(Not all items may be applicable)
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
CM
CONTROL MONUMENT
DE
DRAINAGE EASEMENT
UE
UTILITY EASEMENT
WE
WATER EASEMENT
SSE
SANITARY SEWER EASEMENT
SUE
SIDEWALK AND UTILITY EASEMENT- See Note 8
WME
WALL MAINTENANCE EASEMENT
HE
HOA EASEMENT
AE
ACCESS EASEMENT
(BTP)
BY THIS PLAT
R.O.W.
RIGHT-OF-WAY
BL
BUILDING LINE
HOA
HOME OWNERS ASSOCIATION
41*11110-
STREET NAME CHANGE
B
BLOCK DESIGNATION
®
10'x10' TRANSFORMER EASEMENT
®
CLUSTER MAILBOX LOCATION - Per Revised SLP
Ih
LOT FRONT
*
KEY LOT
�l
NO DRIVE ACCESS
DRDCT
DEED RECORDS, DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON COUNTY, TEXAS
OPRDCT
OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
=62.18-=19.44 ----- I ( _ -
0 lJj N89'11'21"E2.94' B\ / j$ 0 _ - 81.34-== { (1-_ = - - - I 15' BL _ - �� , o --�
M 167.79' 10.43' -� + i 2.94' g w i , 40' C3 - 15' BL 12 I g 10
1 -/ �81.23' '' - I m 11 �^ m I m N m r1' I I t37.44' I
BL25 �1 �N 11 $ L��O� '25' BL 30' BL i I � ~ ^ N� ^ of N N89'05'40"W
u, rn w / R 6 i z w o 130.00 1
BL24 N I 20'x20' U.E: t u `� /i'�' / / �gL o N N 11 o d I 132.87' 131.03 918'1 7
rn, , i -.. c o S89'39'43"W 1 1,
� � � ` 2d y � � N 10 � � I S89'17 58"W S89'18'18"W L>; 1 I { 138.50' N
EQ b, `� \\� /(� , i�,' / W 9 W � � I I I ! ml I m 1/Y qRF +
b Lot 4, �'''-. \ V�O. / i o i I I N I iri 1 3 ai <o rn 8 o i., 11 cn o m +
$ cj" r? I co m 10 cd m o h •"'P oN r i r ` 5' W.M.E. �r , 1 P
Block X ( , 39 1 w. I 1 O `� �' I I " 6 Variable Width Slope Esmt.
I l 19 5 5' U.E. N; 'd L4 + I 130.00 0 1 I I 25 1 MATES:
0 �16 �' 9 ' / o-'� 40.74 i 131.02' 131.00' N ' 23.75' Doc. No. 2022-32140
7 �' 89 69.03 38. 4'I 132.93 58T13'12,W 5' U.E 136.59'
'ol 11 S86'42'21°W 586'29'it`WU, II 1 ° z I
+ 68 52.39 _�11 I S87'07'50"W N) o I of I I N 58528'28W� CU �"1 1. Selling a portion of this addition by metes and bounds is a violation of Town ordinance and state law and
1�• �' o� 82.gg +1 a 14 ' 0 50 ; I" o 12 W v -- - -•.� h ` is subject to fines and withholding of utilities and building permits.
�s �$4 3g 1111 50' rn 5' SU.E. �o �r I e j ROW " W 7 ^ot ^ o �r �m 5 „
6 82• ROW o g O g W I 5'su.E� V1 2. 0All corners are 1/2 inch iron rods with yellow plastic caps stamped SPIARSENG unless otherwise noted.
(A N w Bti� i /O g\j 5 z r i- Q I 25' 125 5 S.U.E 131.01' 131.00' ' 5' S.U.E 135.9T , «
t! 130.00' 3. All development will comply with Town of Prosper PD-40 Requirements.
ht {Oa N t0' U.E ''�1ti 65 g6� 11�i 3 4'' 6S9 a6g6 O Z = - 12 � 25' 25' N 132.97 S845T13'W N I " " 1 50' 58245'31"W r P P Y P q
�' 1/� / L0 6 2 5 7.92' o "� 13 '� o I i S84'56'53"W o I S84'08'49 W o 583'4001 W o' o ROW t�
1/Y aw , ,, 4. All open space areas, Lots 1-4, Block X, to be owned and maintained by the H.O.A.
`o /� + m v o o r (� 3.73' { ♦ 5. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance Section 9.3.F.
.' r' p,' p0' 5' S.U.E 1,'Qj, 6,' S6 w 14 $' 3Q__BL�I1 , a 15 6 rn 13 �OrI rnT 25 'v m
s o _11 13• -- 1 + b IN $ � 5 su.E �h m 25 54 / trails, and landscaping. Easements for these uses
BL22 , o. � 'g- t rr m •�: r- o , 5' uE 131. " { \ � 6. Lots 1-4, Block X to be used for sidewalks,
4 � � � 15 � 9� 20' 8L , _ )� poi '�, 130.00" 1 ,-{ Z I' 83' 131.03 131.00 1 {1 S80'0230 W n 25 \ �,, s � -'
are granted by this plat.
12.14 `' ¢ 25� -=43.87=-31.12' �� S83'D3'1a W ]0�'tl "
11' , l S80' o m U ,,, 35' W.M.E.-� � � 7. No transformers or utility pedestals shall be allowed in the sidewalk and utility easement or landscape
BGIO S �5 S $. o 50 11 13299' N t 40"W 19 W , j1 N N
� :69. 19.80' frl7a S81'58'
3 �iy 16� 16 `-'$� •y0 -i=6g'00=' 67.66' 1 t 582'45'55W � > $ (11 1�1 ++ o I "'- w N w
1661 /1S o \00 o ! / ' - -- - e- -.-,- -t 16 + -i C7 =' S 14 w, �,� r 132.50 (1 t easements.
1 i o0 1214' ,1ti92' Cj N8632�8'E ,0 7 o N 130•00' i �� $ 5' U.E. Z Cl S11'1923°W o 'p� 0 8. This property is subject to the Windsong Ranch license agreement between VP Windsong Operations LLC
2 0, t1 1600 moo, 0�/ 444 ? r �'m _ 2°W { CIA 132.84'° 131.�,W { C1►IZ 0 2 1 `\ (governing the installation &maintenance of street trees) and the Town of Prosper.
y 17 tio/ /~ 41.67 �� �yp l� 1m51' 581591 0' b N S81'5840W S78�14 0� wA - \� 3362 Lot 1, ` 9. This plat is subject to the additional residential zoning standards outlined in ordinance 15.55
�61--=-86.94--- j1 1 "
S80'34'SaW a, N o w o v 11 19.i1 W <` 10. All landscape easements must be exclusive of an other type of easement with the exception of
30' BL o y w 17 V 4 0 15 Z Sj53833 Block X 1 POINT OF P Y YP P
BCicl W 1t` 16'�h0 �o �o ,. 95• i 25' a w q r I { 1 f
18 6 10.13' >h o perpendicular crossings, unless otherwise approved by Town Council
5' S.U.E. s N 10 `1\ 1� 1 137.47 10.13, 131.E rW v n V �mr 1 3 - BEGINNING ,> 11. Flood plain reclamation subject to engineering approval of flood study, wetland delineation study, habitat
BL20 25 \ ap i �- 5' U.E. . g03 i v' 'v 9 v o N81'5837 E I N 581'58'40°W g3$33 0. 1365
�r `''- 6� 16• o, 0� � � I''� %'1 •-' p 9�- n •_, NyN ;; 11 :, 129.gT w g ,.V 16.80' S1 � �' 32N1 \ \ , ' ,� study,. and vegetative study at time of Final Plat submittal
N`P �� ba; y 19 y ti0 / .. 0 m 1 10.73 s p t f 20.80 - 11$
/ ti . g o ��� N7g20'02E N 18 S1 12. Finished floor elevation shall be at least 2' above the 100-year flood lain:
s, \ /�6� �\ q 2.28' �,n, `� 19.79 a �� 3 r 16 1 Nq3 �11 F S'� y Ye P
�I P oti aS• 9�. 5' S.u.E. 6 g '� 11.62' 4 r 5' uE. N r 10.07 14.45 9 �61'L . \ 20 Sanitary Sewer Esmt. 13. 15,724 acres of right-of-way being dedicated by this plat in fee simple.
9 3 0• / �� 14• /� ] w,p+ S84't0'58"W '= Z1� 0 5 ^rn 130.00' 1 a �� 48 14,13' 31� , �4�9 �k Doc. No. 2022-32139
< cP y 20 / �P" /50 s, r„ 59' o 0 3E Wit 140. "W 1 1 OZW \ a \2�
1/2'CIRF �\ 14. The thoroughfare alignments) shown on this exhibif are for illustration purposes and does not set the
80.08' t w cn 1 N79'49'05' U.E�i� 342 21.02 351 G/o� ��, oo• 0�/ �S6o�aE ��oo5' uE. 12.0' 40 S� alignment. The alignment is determined at time of final plat.
o. ��/ �; CS 4.85 6; �� W 19 �. - 2.60' \ , 15. All fences adjacent to open space shall be ornamental metal.
_1 "''` �• / ' , 59 , ' /16- J' �' .76' ` rn 1 { 1 "' Q+ \ \ \`D.. 2 �L2 /
21 �600' / N , /g0 ` 6ra`,).5 10069 4 rn r: pQ' \\ �� 9 �r "W, ! ,,pp ���-� ,� �� \ •' �'�� ,//
�(� \ / ,i' ,11• j �,; CN 1{ W' 130•, nW 11 '�,, l S5 " �`tP �'S8 �T V' O BL5 �
1 y� 0/ � i /, g Ji 5 <n 1 O a { 12 w- 11 t 11 r 19.68' 1' 51308 S 41'41'34' W 510.11'
%d130.3 ° 9 r s cF S6h 1 "E QGJ�' ,' \ ,
W r \ h /i-� 'I , , A. the is Survey
caner of the
Rl u a- 13.• • 1�' 4 0, rON y i 13 �,� _ 30 B� , S1121� 20 m x �h A. Roberts Survey Abstract No.
4 F 14.67' `-- 25' BL 9.25 �+ N O \ , \ 0 5�� j11�A ,'Y ,. ,, 1115 at the intersection of the
BLIb CII o o0 1\ 00 �' 9� - 5.02�38.05 P 1� N w 3 , y8 r l S5 0�6 / \ north line of the R. Yates /
,� •y1 16 �, 9�i ' 6.97 ^ N o 18.17 13 W �\ \ ;a R o- o , Y
14 ty 20i ,.�� _41' w t � 84 56 r\ \ �\ 11 Survey Abstract. No. 1538
�101' / LS o F 93aoo, b. ! 11' 61.99' C36 13.34' 132 W �3 0\ \\ 16.84' Sti. o �.1� / �� \ TEEL PARKWAY R.O.W
25 x50' Street Utility Esmt. �1 o S`' 1�6op cb 9.4 j �71 .-18^E ( - 512p5 4� O p 21 l \\ ` �' ,' ,,' Dedication by Separate
Doc. No. 2022-55456 41.36 o, 1 0. 5 of 31 N8220 6 /
a tC 0� 2 y� 15 �/ 9' . �''=44.91' 2 s p. 5ti�3 "� \�� \ L4 66�/ �. Lot 2, ,,' �.' -� Instrument No. 2022-32136
43.14 �, \ r^ 56 �t i \
9.25 \ \ � 39 \ \� Block X
o, •y0/ � - _ 18.85'; // ,--
BG'T !, '9 \ 1 t^ 2 16 / / %' o- ,635 i 25' BL 30 BL { f ;\ 56'42 W y �. J //
\v a 169x, ` % 5' U.E ,16� s- o� �. / r S15 �s cp9 22 10' U.E. 20' Sanitary Sewer Esmt
�� n `n h ` u�,'s �` Doc. No. 2022-11.5' .' Doc. No. 2022-115
J
BL I6 ax s. 16• moo, N 9 N_ ao 1 2 ' O• y G .<
Q1 c^ m 2 17 ,� lj / 95 14.26' o $ o g' \'\ 1 m
C/ \ \ 01' / / P N r X , h U ,
L A �i� Q�- 5' S.U.E ' ' ' .. / �' 7 0, 1 17yt' �. qJ
YP Windsong Investments LLC s RW 18 / 5' S.u.E ,' LOT 4, BLOCK X
Tract 1 \ 25 17.00' ti �� 8 .^ S .\ \ /
1 �• 89.55 ? /
Doc. No. 2018-142926DRDCT ti5 \\ �,3 ,i160 p13�' "� / 0� 6 '" 13 / �� ` ` ' flit Esmt B Se '
`� S �^ 6g• / \ , .< 15' Drainage Esmt y y p' /
T�_ %% � 5' U.E.�io /� /' %\ �` By Se .Doc. 2022-115 Doc. 2022-115
1 g oo �- 4L Dr < Lot 3, P
\ 68 , ,
0� / ' 4.6T BG ? 6 Block X �' ,' `\ Variable Width Slope-115-�-�
Doc. No. 2022-115 \
� � W / moo, Temporary Turn -Around,
i 25'x60' Street &Utility Esmt. / i � i � �, � `�
a ❑ i / 4 Doc. No. 2022-55456 v {
N 2'i 2'7 43 W ^ 55.41 6 �3119 / / `%p, `� F �� Utility and Drainage Esmt `� f ��-100-Year
Doc. No. 2022-55460 1L_ J
(g 1i / 3 moo, SOW Q'\ Ultimate Cbnditrlon
BL14 0/oS\ so o F 930 ,\0, + Floodplain,(Proposed) \ \
C�h\� %)�' 1 `�• SS 100 �' B. RUE SURVEY I 1-------- BEUVi
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1 F Gj A, B 5 T R A G T N O. q 6 2 , Doc. No. 2022-5154621 Doc. No. 2022-115 /
Doc. No. 2022-55456 o\fir- S1 25' Utility Esmt.
°.\ Doc. No. 2022-55461
BL12 ,- t' i Doe Branch
BLI I �x SSS, VP Windsong IYIVeStment5 LLC �„ i II ibutory 6.1 r
Doc. No. 2018-142926 DRDCT
20' Sanitary Sewer Esmt.
Doc. No. 104195 Windsong Ranch Phase 6A/
Doc. No, 2022-115
I
25'x5O' Street & Utility Esmt
Doc. No. 2022-55456 1
I VF Windsong Investments LLC
' Doc. No. 2018-84666 DRDCT
1 r 1
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\
Variable Width
\ Slope Esmt.
Doc. No. 2022-32140
}r %� Variable Width
\ / Slope
Doc. No.o. 2022-32'
D21-0015
FINAL PLAT
WINDSONG RANCH CHASE 8
54.340 GROSS ACRES
13°991 ACRES R.O.W.
40°349 ACRES NET OUT OF THE
B. RUE SURVEY RVEY APST, 1113,
A ROBERTS SURVEY APST.1115)
L. NETHERLY SURVEY ABST. 962
TOWN N OF PROSPER
DENTON COUNTY, TEXAS
OWNER/APPLICANT ENGINEER / SURVEYOR
GRBK Edgewood LLC Spiars Engineering, Inc.
2805 Dallas Parkway, Suite 400 765 Custer Road, Suite 100
Plano, Texas 75093 Plano, TX 75075
Telephone (817) 658-2112 Telephone: (972) 422-0077
Contact: Bobby L. Samuel III TBPE No. F-2121
Contact: Matt Dorsett
Scale: 1"-100' May, 2022 SEI Job No. 20-241
Sheet 1 of 3
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON
§
WHEREAS GRBK
Edgewood LLC, is the owner of a tract of land situated in the B. Rue Survey,
Abstract
No.
1113, the A. Roberts Survey, Abstract No. 1115, and the L. Netherly Survey, Abstract No. 962,
Town
of
Prosper, Denton County, Texas, being all of a tract conveyed to GRBK Edgewood LLC, by deed
recorded
in
Document No. 2020-208277 and all 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),
with the
subject
tract being more particularly described as follows:
BEGINNING at a
1/2" iron rod with plastic cap stamped "SPIARSENG" found for the northerly east corner
of
said GRBK Edgewood tract described in Document No. 2021-110931 OPRDCT, being on the west line of
a right-of-way
dedication for Teel Parkway, recorded in Document No. 2022-32143 OPRDCT;
THENCE S 24'53'30" E, 12.26 feet along the west line of said right-of-way;
THENCE departing said right-of-way, the following:
N
68'49'05" W,
36.01 feet;
A
non -tangent
curve to the right having a central angle of 09'28'20", a radius of 570.00 feet,
a chord
of
S 61'54'53"
W - 94.13 feet, an arc length of 94.23 feet;
S
57'10'43" W,
59.67 feet;
S
59'47'58" W,
179.02 feet;
A
tangent curve to the right having a central angle of 25`42'01", a radius of 570.00 feet, a chord
of S
46'56'57"
W -
253.54 feet, an arc length of 255.67 feet;
N
55'54'03" W,
85.00 feet a 1/2" iron rod with plastic cap stamped "SPIARSENG" set;
A
non -tangent
curve to the right having a central angle of 03'43'34", a radius of 655.00 feet,
a chord
of
N 37'25'33"
W - 42.59 feet, an arc length of 42.60 feet a 1/2" iron rod with plastic cap
stamped
"SPIARSENG"
set;
S
82'38'55" W,
174.01 feet a 1/2" iron rod with plastic cap stamped "SPIARSENG" set;
S
82'42'32" W,
50.07 feet a 1/2" iron rod with plastic cap stamped "SPIARSENG" set;
A
non -tangent
curve to the right having a central angle of 24'44'45", a radius of 674.17 feet,
a chord
of
S 73'06'26"
W - 288.91 feet, an arc length of 291.17 feet a 1/2" iron rod with plastic cap
stamped
"SPIARSENG"
set;
S
59'38'50" W,
270.07 feet a 1/2" iron rod with plastic cap stamped "SPIARSENG" set;
A
non -tangent
curve to the right having a central angle of 09'06'46", a radius of 673.80 feet,
a chord
of
S 60'33'27"
W - 107.06 feet, an arc length of 107.17 feet a 1/2" iron rod with plastic cap
stamped
"SPIARSENG"
set;
S
67'57'05" W,
50.22 feet;
N
27'27'43" W,
120.81 feet;
N
68'08'52" W,
15.17 feet;
S
72'18'01" W,
10.78 feet;
N
15-10'31" W,
50.03 feet;
N
22-18'32" E,
12.92 feet;
N
27'27'43" W,
35.41 feet;
A
tangent curve to the right having a central angle of 03'36'32", a radius of 1025.00 feet, a chord of N
25'39'27" W -
64.55 feet, an arc length of 64.56 feet;
N
23'51'12" W,
152.78 feet;
N
63'03'06" W,
15.50 feet;
A
non -tangent
curve to the right having a central angle of 01'38'01 ", a radius of 425.00 feet,
a chord
of
S 79'14'23"
W - 12.12 feet, an arc length of 12.12 feet;
N
09'56'36" W,
50.00 feet;
N
28'41'56" E,
12.70 feet;
A
non -tangent
curve to the right having a central angle of 06'35'40", a radius of 525.00 feet,
a chord
of
N 18'03'04"
W - 60.39 feet, an arc length of 60.43 feet;
N
14-4514" W,
188.14 feet;
N
57'33'13" W,
14.69 feet;
A
non -tangent
curve to the right having a central angle of 01'16'03", a radius of 325.00 feet,
a chord
of
S 81'09'47"
W - 7.19 feet, an arc length of 7.19 feet;
N
08*12'11" W,
50.00 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
N 81`38'15"
E - 1,53 feet, an arc length of 1.53 feet;
N
33'21'09" E,
13.62 feet;
A
non -tangent
curve to the right having a central angle of 12'31'32", a radius of 775.00 feet,
a chord
of
N 07'04'19"
W - 169,09 feet, on arc length of 169.42 feet;
N
00'48'33" W,
68.16 feet;
N
45'48'33" W,
14.14 feet;
S
89'11'27" W,
3.38 feet;
M■
N
00`48'33" W,
180.00 feet a
1 /2"
iron rod with plastic cap stamped
"SPIARSENG" set;
N
89'11'27" E,
252.77 feet a
1/2"
iron rod with plastic cap stamped
"SPIARSENG" set;
A
non -tangent
curve to the
right
having a central angle of 10'18'51",
a radius of 600.00 feet, a chord
of
N 08'33'48"
E - 107.86 feet, an
arc length of 108.01 feet;
N
13-43'13" E,
4.00 feet;
N
31-16'47" W,
14.14 feet;
N
76-16'47" W,
1.17 feet;
N
13*43'13" E,
50.00 feet;
S
76*16'47" E,
1.17 feet;
N
58"43'13" E,
14.14 feet;
N
13-43'13" E,
208.79 feet;
A
tangent curve to the right
having
a central angle of 12'12'22", a
radius of 275.00 feet, a chord of N
07'37'02" E -
58.47 feet, an
arc
length of 58.58 feet;
N
47'40'29" W,
13.34 feet;
S
84'23'53" W,
1.72 feet;
N
05'34'11" W,
50.00 feet;
A
non -tangent
curve to the
right
having a central angle of 01'12'14",
a radius of 1475.00 feet, a chord
of
N 83'49'42"
E - 30.99 feet, an
arc length of 30.99 feet;
N
83*13'36" E,
128.99 feet;
A tangent curve to the right having a central angle of 01'26'42", a radius of 325.00 feet,
a chord of N
83'56'57" E - 8.20 feet, an arc length of 8.20 feet;
N 42'22'15" E, 14.58 feet;
N 00'48'33" W, 5.38 feet;
N 89`11'27" E, 60.00 feet;
S 45'48'33" E, 14.14 feet;
N 89'11'27" E, 1242.62 feet;
And N 45°55'56" E, 36.41 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG"
found at the
northwest corner of said right-of-way dedication for Teel Parkway;
THENCE along the west line thereof, the following:
S 00'06'31 " E, 119.12 feet;
A non -tangent curve to the right having a central angle of 04'59'04", a radius of 890.00
feet, a chord
of S 11'13'41" W - 77.40 feet, an arc length of 77.43 feet to a 1/2" iron rod with plastic
cap stamped
"SPIARSENG" found;
S 13'43'13" W, 338.30 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" found;
A tangent curve to the right having a central angle of 18'09'37", a radius of 1010.00 feet,
a chord of S
04'38'25" W - 318.79 feet, an arc length of 320.12 feet to a 1/2" iron rod with plastic
cap stamped
"SPIARSENG" found;
S 02'48'08" E, 116.51 feet a 1/2" iron rod with plastic cap stamped "SPIARSENG" found;
A non -tangent curve to the right having a central angle of 08'33'39", a radius of 1020.D0
feet, a chord
of S 15'16'36" E - 152.26 feet, an arc length of 152.40 feet;
And S 28'09'06" E, 98.16 feet to the POINT OF BEGINNING with the subject tract containing
2,367,060
square feet or 54.340 acres of Land.
ACCESS EASEMENT
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 13 day of YMN . 2022,
DARREN K. BROWN, RPLS No. 5252
OF
G�SST
DARREN K. BROWN
< 0, 5252 P
9� o°f 5 Stoa -0 dorren.brown®
spiarsengineering.com
STATE OF TEXAS §
COUNTY OF COLLIN §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally
appeared Darren K. Brown, known to me to be the person and officer whose name is subscribed to
the foregoing instrument, and acknowledged to me that he executed the some for the purposes
and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the J3_ day of Ma-1 2022.
"""' WALTER ERIK DAVIS
Notary -Public, State of TexasNotary PuL
teofTexas
V rQ Comm. E9-24.2022,.�Notar7342134
rt..
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That We, GRBK Edgewood LLC, do hereby adopt this Final Plat designating the herein above
described property as WINDSONG RANCH PHASE 8, 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 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 remove and keep removed all or part of any buildings, fences, trees, shrubs, or other
improvements 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 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, regulations and resolutions of the Town of Prosper, Texas.
Witness our hands this 13 day of M!2 2022.
7
GRBK Edgewood Lt
(Name)
STATE OF TEXAS §
COUNTY OF COLLIN §
ll GU }�
Lard Uev'21GQt'
MGsnc.�du'
(Title)
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally
appeared '�`i- JA%WVN�1,CA)V , known to me to be the person and officer whose name is
subscribed to the foregoing instrument, and acknowledged to me that he executed the some for
the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _A13_ day of �' ►Q\► 2022.
Faith Nicole sourber
Notary Public, State of Texas My Commission Expires
ar1v202s
Notaryy !E,
133262a75
,Ile
S B0091 A G 01, S 17, C48
964910 - A1113A BL RUE, TR 8A, 23.12AC/ALL
964911 - A1113A BL RUE, TR 1 & 2A, 18.15AC/ALL
964914 - A1115A A ROBERTS, TR 5B, 12.487AC/ALL
964915 - A0962A NETHERLY, TR 4A(1), 0.565AC/ALL
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 ��doy of �,/1 I 20
by the Planning & Zoning Commission of the Town of Prosper, Texas.
kY OF A�
`town Secretary
Engine in epartment
1914
D_c-)AAA AS
Planning Department
D21-0015
FINAL PLAT
WINDSONG IRANC H PHASE 8
54.340 GROSS ACRES
13.991 ACRES R.O.W.
40.349 ACRES NET OUT OF THE
E
B. RUE SURVEY lEY ABST. 1113,
L. N ET]H[]ERLY SURVEY ABET. 962
TOWN OF PROSPER
DENTON COUNTY, TEXAS
OWNER /APPLICANT ENGINEER / SURVEYOR
GRBK Edgewood LLC Spiars Engineering, Inc.
2805 Dallas Parkway, Suite 400 765 Custer Road, Suite 100
Plano, Texas 75093 Plano, TX 75075
Telephone (817) 658-2112 Telephone: (972) 422-0077
Contact: Bobby L. Samuel III TBPE No. F-2121
Contact: Matt Dorsett
May, 2022 SEI Job No. 20-241
Sheet 2 of 3
Boundary
Line Table
Line #
Length
Direction
131-1
98.16'
S
28'09'06"
E
BL2
12.26'
S
24'53'30"
E
BL3
36.01'
N
68'49'05"
W
131-4
59.67'
S
5710'43"
W
131-5
179.02'
S
59'47'58"
W
BL6
85.00'
N
55'54'03"
W
BL7
174.01'
S
82'38'55"
W
131-8
50.07'
S
82'42'32"
W
BL9
50.22'
S
67'57'05"
W
BL10
120.81'
N
27'27'43"
W
BL11
15.17'
N
68'08'52"
W
61-12
10.78'
S
72'18'01"
W
BL13
50.03'
N
15'10'31"
W
BL14
12.92'
N
22*18'32"
E
OL15
152.78'
N
23*51'12"
W
BL16
15.50'
N
63'03'06"
W
BL17
50.00'
N
09'56'36"
W
BL18
12.70'
N
28'41'56"
E
131-19
188.14'
N
14*45'14"
W
BL20
14.69'
N
57*33'13"
W
BL21
50.00'
N
08'12'11"
W
BL22
13.62'
N
33'21'09"
E
Boundary
Line Table
Lire #
Length
Directlon
BL23
68.16'
N
00'48'33"
W
BL24
14.14'
N
45°48'33"
W
BL25
3.38'
S
89'11'27"
W
BL26
180.00'
N
00'48'33"
W
BL27
4,00'
N
13'43'13"
E
BL28
14.14'
N
3116'47"
W
BL29
1.17'
N
76'16'47"
W
BL30
50.00'
N
13'43'13"
E
BL31
1.17'
S
7616'47"
E
BL32
14.14'
N
5843'13"
E
BL33
13.34'
N
47'40'29"
W
BL34
1.72'
S
84'23'53"
W
BL35
50.00'
N
05*34'11"
W
BL36
128.99'
N
8313'36"
E
BL37
14.58'
N
42'22'15"
E
BL38
5.38'
N
00'48'33"
W
BL39
60.00'
N
89*11'27"
E
BL40
14.14'
S
45'48'33"
E
BL41
36.41'
N
45'55'56"
E
BL42
119.12'
S
00'06'31"
E
BL43
116,51'
S
02'48'08"
E
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
A
7,824
0.180
E
2
A
6,827
0.157
E
3
A
6,884
0.158
E
4
A
6,962
0.160
E
5
A
7,144
0.164
E
6
A
7,208
0.165
E
7
A
7,166
0.165
E
8
A
7,118
0.163
E
9
A
7,066
0.162
E
10
A
7,010
0.161
E
11
A
6,954
0.160
E
12
A
6,793
0.156
E
13
A
6,631
0.152
E
14
A
6,600
0.152
E
15
A
6,600
0.152
E
16
A
6,600
0.152
E
17
A
6,600
0.152
E
18
A
6,600
0.152
E
19
A
6,600
0.152
E
20
A
7,133
0.164
E
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
K
10,732
0.246
B
2
K
9,632
0.221
B
3
K
9,230
0.212
B
4
K
9,230
0.212
B
5
K
9,230
0.212
B
6
K
10,050
0.231
B
7
K
10,481
0.241
B
8
K
10,400
0.239
B
9
K
11,612
0.267
B
Boundary Curve Table
Curve #
Length
Radius
Chord
Chord Beoring
Delta
13C1
94.23'
570.00'
94.13'
S 61'54'53" W
9'28'20"
BC2
255.67'
570.00'
253.54'
S 46'56'57" W
25'42'01"
BC3
42.60'
655.00'
42.59'
N 37'25'33" W
3'43'34"
BC4
291.17'
674.17'
288.91'
S 73'06'26" W
24'44'45"
BC5
107.17'
673.80'
107.06'
S 60'33'27" W
9'06'46"
BC6
64.56'
1025.00'
64.55'
N 25'39'27" W
3'36'32"
BC7
12.12'
425.00'
12.12'
S 79'14'23" W
1'38'01"
13C8
60.43'
525.00'
60.39'
N 18'03'04" W
635'40"
BC9
7.19'
325.00'
7.19'
S 81'09'47" W
1'16'03"
BC10
1.53'
275.00'
1.53'
S 81 *38'15" W
0*19'08"
BC11
169.42'
775.00'
169.09'
N 07'04'19" W
12'31'32"
BC12
108.01'
600.00'
107.86'
N 08'33'48" E
1018'51"
BC13
58.58'
275.00'
58.47'
N 07'37'02" E
12'12'22"
13C14
30.99'
1475.00'
30.99'
N 83'49'42" E
1'12'14"
BC15
8.20'
325.00'
8.20'
1 N 83'56'57" E
1'26'42"
BC16
77.43'
890.00'
77.40'
S 11*13'41" W
4'59'04"
BC17
320.12'
1010.00'
318.79'
S 04'38'25" W
18'09'37"
BC18
152.40'
1020.00'
152.26'
S 15*16'36" E
8'33'39"
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
B
10,515
0,241
E
2
B
6,550
0.150
E
3
B
6,550
0.150
E
4
B
6,550
0.150
E
5
B
6,550
0.150
E
6
B
6,550
0.150
E
7
B
6,593
0.151
E
8
B
6,741
0.155
E
9
B
6,786
0.156
E
10
B
6,765
0.155
E
11
B
8,531
0.196
E
12
B
8,359
0.192
E
13
B
6,764
0.155
E
14
B
6,761
0.155
E
15
B
6,785
0.156
E
16
B
6,852
0.157
E
17
B
6,852
0.157
E
18
B
6,852
0.157
E
19
B
6,852
0.157
E
20
B
6,852
0.157
E
21
13
6,852
0.157
E
22
B
9,658
0.222
E
Open Space Area Table
Lot #
Block #
Acres
1
X
0.809
2
X
0.171
3
X
0.067
4
X
0.887
Lot Line
Table
Line #
Length
Directlon
L1
36.24'
S
23*17'07"
W
L2
33.73'
N
75'16'07"
W
L3
33.36'
S
15-47'14"
W
L4
34.95'
N
83'09'25"
W
L5
37.77'
N
03'02'57"
E
L6
14.48'
S
61'57'48"
E
L7
14.48'
S
30'47'09"
W
L8
13.89'
S
18'33'55"
W
1-9
14.42'
S
71'19'36"
E
L10
13.71'
S
22'52'20"
W
1-11
14.45'
S
66*12'02"
E
L12
14.72'
N
50'49'56"
W
L13
13.79'
S
40'06'41"
W
L14
14.88'
N
27'09'09"
E
L15
13.05'
S
62*49'11"
E
L16
14.14'
S
4411'27"
W
L17
14.33'
N
46'35'50"
W
L18
14.14'
S
44*11'27'
W
L19
14.78'
N
17*17'42"
E
L20
13.35'
S
72'13'26"
E
L21
15.13'
S
30*17'32'
W
L22
13,50'
N
57'33'36"
W
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
G
9,441
0.217
E
2
G
6,681
0.153
E
3
G
6,550
0.150
E
4
G
6.550
0.150
E
5
G
6,550
0.150
E
6
G
6,651
0.153
E
7
G
6,733
0.155
E
8
G
6,740
0.155
E
9
G
6,750
0.155
E
10
G
6,806
0.156
E
11
G
8,755
0.201
E
12
G
8,697
0.200
E
13
G
6,724
0.154
E
14
G
6,719
0.154
E
15
G
6,760
0.155
E
16
G
6,738
0.155
E
17
G
6,615
0,152
E
18
G
6,550
0.150
E
19
G
6,550
0.150
E
20
G
6,550
0.150
E
21
G
6,550
0.150
E
22
G
9.457
0.217
E
Lot Line
Table
Line #
Length
Direction
L23
14.74'
S
45'59'47"
W
L24
13.50'
N
43'56'03"
W
L25
13.76'
S
44'56'51"
E
L26
14,52'
S
45'05'43"
W
L27
14.71'
S
47'00'50"
W
L28
13.79'
S
41'56'58"
E
L29
13.69'
N
44'40'47"
W
L30
14.20'
N
46'53'06"
E
L31
14.07'
S
43'03'47"
E
L32
14.56'
N
48'21'09"
E
L33
36.08'
S
35'55'58"
E
L35
12.97'
N
41 *14'07"
W
L36
15.04'
S
47'56'22"
W
L37
13.01'
S
41'22'43"
E
L38
15.02'
N
47'52'30"
E
L39
13.03'
S
41'27'07"
E
L40
14.63'
N
46*12'00"
E
L41
13.54'
S
43'26'09"
E
L42
14.88'
N
41 *18'10"
E
L43
38..94'
S
86'32'18"
W
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
D
10,206
0.234
E
2
D
6,940
0.159
E
3
D
6,516
0,150
E
4
D
6,516
0.150
E
5
D
6,516
0.150
E
6
D
6,516
0.150
E
7
D
6,524
0.150
E
8
D
6,946
0.159
E
9
12
7,420
0.170
E
10
D
7,445
0.171
E
11
D -
9,263
0.213
E
12
D
8,662
0.199
E
13
D
7,058
0.162
E
14
D
7,133
0.164
E
15
D
7,068
0.162
E
16
17
6,908
0.159
E
17
D
6,790
0.156
E
18
D
6,690
0.154
E
19
D
6,514
0.150
E
20
D
6,514
0.150
E
21
D
6,514
0.150
E
22
D
9,439
0,217
E
Centerline
Line Table
Line #
Length
Direction
L44
31,33'
N
30*12'02"
W
L45
43.74'
N
74'24'37"
E
L46
12.21'
N
00'48'33"
W
L47
40.00'
S
00'48'33"
E
L48
36.17' 1
S
76'16'47"
E
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
E
10,466
0.240
A
2
E
8,526
0.196
A
3
E
8,000
0.184
A
4
E
8,000
0,184
A
5
E
8,000
0,184
A
6
E
8,000
0.184
A
7
E
8,613
0.198
A
8
E
8,671
0.199
A
9
E
8,000
0.184
A
10
E
8,001
0.184
A
11
E
11,170
0.256
A
12
E
10,921
0.251
E
13
E
7,484
0.172
E
14
E
7,481
0.172
E
15
E
7,282
0.167
E
16
E
7,116
0.163
E
17
E
6,730
0.155
E
18
E
6,500
0.149
E
19
E
6,500
0.149
E
20
E
6,500
0.149
E
21
E
6,500
0.149
E
22
E
6,500
0.149
E
23
E
9,881
0.227
E
Lot Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C1
26.76'
750.00'
26.76'
S 06'25'46" W
2'02'40"
C2
15.20'
500.00'
15.20'
S 05*28'18" W
1'44'29"
C3
50.46'
144.85'
50.20'
S 10'47'19" E
19*57'31"
C4
39.02'
344.00'
39.00'
S 62'53'49" W
6'29'58"
C5
18,55'
500.00'
18,55'
S 73'55'43" W
2'07'32"
C6
1 28.63'
275.00'
1 28.61'
N 86'12'31" E
1 5'57'51"
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
13
F
8,818
0.202
A
14
F
7,935
0.182
E
15
F
7,935
0.182
E
16
F
7,935
0.182
E
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
6
8,525
0.196
A
2
Cv
9,363
0.215
A
3
G
9,317
0.214
A
4
CG
8,281
0.190
A
5
6
8,034
0.184
A
6
6
8,278
0.190
A
7
6
8,247
0.189
A
8
6
8,360
0.192
A
9
6
9,778
0.224
B
10
6
9,074
0.208
A
11
6
8,252
0.189
A
12
6
8,254
0.189
A
13
G
8,296
0.190
A
14
6
8,284
0.190
A
15
6
8,240
0.189
A
16
6
8,296
0.190
A
17
6
9,071
0.208
A
Centerline Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C7
106.55'
600.00'
106.41'
N 62'15'57" E
10*10'29"
C8
13.72'
300.00'
13.72'
N 58'29'20" E
2'37'15"
C9
142,50'
600.00'
142.17'
N 40'54'11" E
13'36'28"
C10
82.95'
300.00'
82.69'
N 22*16'45" W
15'50'35"
C11
374.72'
1190.00'
373.17'
N 05*20'12" W
18*02'30"
C12
67.30'
300.00'
67.16'
N 07*17'37" E
12*51'12"
C13
61.34'
600.00'
61.31'
S 87'52'49" E
5'51'28"
C14
31.23'
300.00'
31.21'
N 86'12'31" E
5'57'51"
C15
31.52'
1500.00'
31.52'
N 83'49'42" E
1-12'14'
C16
68.64'
300.00'
68.49'
N 07'09'55" E
13'06'36"
C17
295.40'
1500.00'
294.93'
N 02'22'50" W
11 *17'01"
C18
301_32'
500.00'
296.78'
N 25'17'11" W
34'31'42"
C19
1 133.67'
901.00'
133.55'
N 14'28'45" W
8'30'01"
C20
52.44'
600.00'
52.42'
S 13*05'10" E
5'00'27"
C21
413.20'
1800.00'
412.30'
S 04'00'21" E
13'09'10"
C22
69,36'
1 300.00'
1 69.20'
N 07'05'49" E
1 13'14'48"
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
H
11,195
0.257
A
2
H
9,004
0,207
A
3
H
9,125
0.209
A
4
H
8,393
0.193
A
5
H
8,583
0.197
8
6
H
8,640
0.198
A
7
H
8,649
0.199
A
8
H
8,655
0.199
A
9
H
8,653
0.199
A
10
H
8,650
0.199
A
11
H
10,380
0.238
B
12
H
9,453
0.217
A
13
H
8,150
0.187
A
14
H
8,138
0.187
A
15
H
8,141
0.187
A
16
H
8,027
0.184
A
17
H
8,059
0.185
A
18
H
8,120
0.186
A
19
H
8,925
0.205
A
20
H
8,949
0.205
A
21
H
9,409
0.216
A
22
H
10,122
0.232
A
Centerline Curve Table
Curve #
Length
Rodlus
Chord
Chord Beo,irg
Delta
C23
76.08'
300.00'
75.87'
S 06'27'20" W
14'31'47"
C24
281.26'
600.00'
278.69'
S 00'17'29" W
26'51'28"
C25
1 102.45'
300.00'
101.95'
N 03*56'14" E
19'33'59"
C26
145.81'
575.00'
145.42'
N 06'27'20" E
14'31'47"
C27
154.69'
300.00'
152.98'
N 15'34'51" W
29'32'37"
C28
182,54'
750.00'
182.08'
S 07'46'54" E
13'56'41"
C29
76.62'
300,00'
76.41'
S 66'57'51" W
14'38'02"
C30
207.82'
900.00'
207.36'
S 66*15'45" W
13'13'49"
C31
16.30'
MOM'
16.30'
N 89'54'36" W
3*06'48"
C32
79.39'
500.00'
79.31'
S 19.18" 6" E
9'05'52"
C33
62.98'
1000.00'
62.97'
S 2539'27" E
3'36'32"
C34
101.13'
400.00'
100.86'
N 66'53'23" E
14'29'06"
C35
305.07'
650.00'
302.28'
S 73'05'34" W
26'53'28"
C36
41.51'
300.00'
41.48'
N 78'22'27" E
7'55'41"
C37
118.81'
300.00'
118.03'
S 70'59'34" W
22'41'27"
C38
74.12'
500.00'
1 74.05'
N 63'53'39" E
1 8'29'37"
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
1
12,211
0.280
B
2
1
9,366
0.215
B
3
1
91301
0.214
B
4
1
9,301
0.214
B
5
1
91301
0.214
B
6
1
9,697
0.223
B
7
1
9,943
0.228
B
8
1
9,970
0,229
B
9
1
9,979
0.229
B
10
1
9,959
0.229
B
11
1
11,092
0.255
B
12
1
11,396
0.262
B
13
1
91988
0.229
B
14
1
9,916
0.228
B
15
1
10,466
0.240
B
16
1
10,443
0.240
B
17
1
9,957
0.229
B
18
I
9,956
0.229
B
19
1
9,956
0.229
B
20
1
9,956
0.229
B
21
1
13,521
0.310
C
Lot Area Table
Lot #
Block #
5quore Feet
Acreage
Lot Type
1
J
11,012
0.253
B
2
J
9,717
0.223
B
3
J
9,301
0.214
B
4
J
9,301
0.214
B
5
J
9,301
0.214
B
6
J
9,492
0.218
B
7
J
9,862
0.226
B
8
J
10,093
0.232
B
9
J
10,259
0.236
B
10
J
11,539
0.265
B
11
J
11,530
0.265
C
12
J
11,202
0.257
B
13
J
11,317
0.260
B
14
J
10,111
0.232
B
15
J
9,956
0.229
B
16
J
9,956
0.229
B
17
Ll
9,956
0.229
B
18
J
9,956
0.229
B
19
J
11,431
0.262
C
D21-0015
FINAL PLAT
Y V INDSONG IRANCH PHASE
8
54.340 GROSS ACRES
13.991 ACRES ES R.O.W.
40.349 ACRES NET OUT OF THE
B. RUE SURVEY ABST. 1113y
A ROBERTS SURVEY ABST. 1115�
L. NETHER]LY SURVEY VEY ABET. 962
TOWN OF PROSPER
1
in
DENTON COUNTY, TEXAS
DE
On
In
OWNER/APPLICANT ENGINEER / SURVEYOR
W
Oc
GRBK Edgewood LLC Spiars Engineering, Inc.
Nr
2805 Dallas Parkway, Suite 400 765 Custer Road, Suite 100
Ar
Plano, Texas 75093 Plano, TX 75075
Or
Telephone (817) 658-2112 Telephone: (972) 422-0077
BI
Contact: Bobby L. Samuel III TBPE No. F-2121
Contact: Matt Dorsett
May, 2022 SEI Job No. 20-241
Sheet 3 of 3 1