SB0032AI - I( \_- 1_
TVC7 TEXA5 1. LLC
pOC. No. .2012-59927
)e
Drainage & Roadway
Esrnt.
4,
Liss_
14;
.. I Sanitary Sewer
Esmt. 2012-108228
Rear
100 0 50 100 200
Une
1 inch = 100f t.
Side BL = Front BL -
Front property Une
LQ1 XLAL
NOTE. Side Setback Adjacent To R,OX On a Key Lot Shall Be
Equal To The Front Setback Of The Adjacent Lot.
C
$LgUtility Esmt.
Now Vol. 3 Pa. 5985 &
Scale: 1"=20' L .:Z�/ I
2010-96557 Drainage r Property Line
ne
Lot 2 Detention C54 L107
ls� /1t1 Block .,Esmt. L108 _C52 I
15, cos-&2 L T
L109 C56 C5, -, �B
T 1(2V W/9 Front BQ I
v5ro
C58
4- f s.&
TVG TE..XA5 1, LLC 59 4- I.-Ir
-------------
r,>Oc. NO. 2012-59927
Ll
25 D.E.
eibodc
C43
r, L100
L113 side J 6 Sid,
Setboex
FAUE Setback
cci � CG .55' T. BUTTON SURVEY ABST. NO. 88 /110' W.E. 26, 25 36 Front 8L
y a P BQ 26 "t BL
4-
_Ep, P.R.R. SURVEY ABST. NO, 1476
B. HEEDIN SURVEY ABS? NO, I369 U�b/ L87
Y.Ep. & P.R.R. SURVEY ABST NO 1476 L 9,
MEW
loom L97 129.46'
Lill C47 Front Property �Une
'U33 C41
Ful#r Donfo* L99-
L
-1 to! W.E.
-Um Per Food Mi is C40- L101.=='M0
S BY L- =78967
- t�� g
Dated 2016. 578.19' -------------- 4--J-- Temporary Tum-Around,
_KQvKA 79 LAANE I I
315.8S Utility, And Drainage Esmt.
CIO' 25 y Sewer 262,3V __wW b\, d�, I I
1489*41!�E 1-4
Esmt. 108228r�r- I I By Separate Document
==62,30*== =62.30'= -_59 3r-- - 9 C(4 2016-89M3
Phase, 4A
13 -37.96' 14 75r_-= 34.45=34.6
it
-2V -�L- 20� BL - - -- - - 25' BIL 0.65'
5! U1. 25' BL 30- BL 16
24.30' 6
41-
L
JI _8 cam, O 12
70
Type A (Min. 8,000 SF)
LP 8 M.
13 - ai =� '�n cc 4C:5 13 15 16j:' E; t2 9 10
12 (n n 57
P
10 Type B (Min. 9,00
Lot 2 Cn �2 0.6 0 SF)
lock X 1�1 TVG TF_XA5 :1. LLC
5.55
46 82�5� SF) 0
'�i .96' 00C. NO. 2012-59927 Typ
I I 71AS 64.1S e C (Min. 10,500
62.30' 619 69.36 64AS
Z6,08 34.62�, 62,W 62.4 vs,
- T-73,19' 66.19, 31.8 34. 0
3135" 37.0T
61.91' 61,91' 68
L128 <11 61.91, X Type D (Min. 12,500 SF)
18 ti. -3 127
Total
L104-,, 15' D.E.
r
7
17 9 -C� CS
) 4
18 1 n 7
LIO&; 20 19 s t2 15.30'
L117 "< - -
J�C 0
L115 22
30,81 9-31' 25' 81-
LI 23 30! BL:__ 5 BL 25 M - -
20 Bl. Temporary Tum-Around,
5 /5 S.U.rS 51 =58.34 jo 4b _7_ Utility, And Drainage Esmt
W
I_ -
_110 I =.37.09
By Separate Document
12.76 LUE 0 k-!:: CGI 2016-89883
N
1/2* IRF _L27 \ x � I N89*40'15*E 289-08'
25 N89'40'15*E 315.83' VL-
41 25.37' 6,60--
NQ
=62-54= =M
S4711'41*W 5� S.U.E. U.E.
1 20 15
1489*40161 26 01,4P k>l 20' 1:1 25' St. 6 L
Windsong Parkway ROW 15-r -BL 25' BL 0, 1 18.97' V>
I UJ CP_
131.39' in _C:� A; 1&07 UJ
rn
12 14
23,091 S.F., 0.530 Ac. -.0- C> 0> 8 C>
Ij 9 10 12 13 g 1E�, V� 1434° 26 Water Easement
M, rn
7
Dedicated In Fee Simple 4 5 6 Z:> t2 lc� By Separate Document
to tl> 07 C> 1 ;;5
3 14.84' �2 ci ZZ4 cn En rn
I ' El V)
11 'C> ri 1 CC�
To The Town Of Prosper S89*58'21]rIN to 3 En 11 1 , 2016-89885
27 cn - I Ckl C� I
N89*40*15*E 09
80.0y
5 C'. 27.33 22,84' <
I el I 1 51 69,20! 692Y 49 49' 22.81
6.27 33.69 615 62- 4
25' 1 25 1 tz 1 69.5� I'll 76.20'
13000, - �2.54 1 7 I IT 69.44' 62.447 62.44' 54 24'
00 2 It
< C, 65.00 65.06' 65A' -14
�-7.32' r_>. .0
CIA
L r, CR
2
NA
ti 2 6.33'
at: -C> 1pl ^8 4
130 00' 91 8 6
C5
25' 1 12
134.22'
S89*40'115W 28 4d/ Z11 15.%
-A 7j, a::
.00,
10
9 7 5
25' C>
tn N82 F, �2
un $: •lo =� . I- �t, 1- 1 13 t2 13"I_
24' F.A.U.E.
10' W.E.
U58_
- - - - - - - - - - - - -
5' UL
LOCATION MAP/ KEY MAP
N.T.S.
1/r its
-1-egend
Iron Rod Set
U. E
Utility Easement
1/2, If&
Iron Rod Found
WXE
Wall Maintenance -Easement
8L
Building Une Setback
H.F_
H.O.A. Easement
R.o.w.
Right Of Way
-*-
Street Name Change
ME
Drainage Easement
Op-
Denotes Lot Frontage To Street
s,sx-
Sanitary 'Sewer Easement
WE
Water Easement
No Drive Access
H.o.A-
Home Owners Association
ylsbjity, Access & Maintenance
Easement
s-u-E- I
Sidewalk & Utflity'Easement
(See Note - 9)
FA.Iix-
Firelane, Access, &
Utility Easement
C14 ;1
I - 4 1 CN I L 30' BL L
;7- Z e PO q L; I co Lo 3915' 1 i Nig� - - - 25 St. 25 BL 20' BL NOTES*
F 25' 6L 5' U.E.
PO 115)> 1 tc'o' Clio 14. 5' LIE. E 57 S.UL :10.60 1. Selling a portion of this addition by metes and bounds is a violation of
INT 0 1 29 87' 11 20' Bl.
It L__ - - __ - - �-4::=70
I :�. f2 =62A
BEGINNING .65.06
1 1 co5.06 :59. Z, withholding of
15_i�L I 130.W I I . . '- - -7 Temporary7urn-Around, Town ordinance and state low and is subject to fines and
I I it .0 :�-"20,00�7 _-c , 5LI
1,181.24'1 S 11*4503' W V 'Ic Utility, And Drainage Esmt.
1 583.20' DEWMIMYLANE utilities and building permits.
TO THE NW CORNER OF J. 6 9 310.W 315.81' By Separate Document
BATES SURVEY ABSTRACT 36 N89'40'15*E 893,20! 63r7'*=:BL � CCU 2016-89W 2. All corners are 1/2 inch iron rods with yellow plastic caps stomped
I - ::65.23n= =11,23= 41.24'
NO, 1620 1 It =7:65,23=7
N89*40'15"E 11 =6Z23-
_ 1,_ -64.20�: =64.20'�-_-: 5 "SPIARS ENG RPLS 5252" unless otherwise noted.
-:�64.20�- 4.26== --:---64.2 01 111-
- 0.00' 0, :--:164.20=7 =64-20= -6 Tor BL 25 8L 3y BL 3. All d
3- 20.0 7��5 U1. . . .. . .. . . it evelopment will comply with Town of Prosper PD-40 Requirements.
�5�=BL - 20' BL 11 8
t5. S.1,11, [ 25' 2.91'
- 5 BL - - I
7- T5 BL - 36 61, 1r13 4
30' BL �D: �r_ : abk § 7 All open space areas, Lots 1-2, Block X, to be owned and maintained
I J. I
00 2-
JASMItom,NE WAY 1/2- IRF -/"" G; "I) r= 4� 9= '.-.) -q, Pc> __4! 6 2 1" -C=� -,,-g by the H.O.A.
8 UJ UJ 3 c; 4 in Ci D C,7
C> 'c 1 12 -G, g t2 r-4
S9 8 10 4- 1 13 14 Ig 2
:2 C/5 1" 5. Front yard setbacks are staggered per requirements of PD-40 and
'S 6 ` - =; M R ! g r.,) E, rn
4 5 7 �; ' 8 �9 - E; 'a
r
C)
16 utility Easement r- I I
1 1111 or) C3 22.91' Opp- Zoning Ordinance Section 9.3.F.
690
By Separate Document 12AS, t2 Cc, 46.8S Fences adjacent to open space shall be ornamental meta. other
72.19 .. .. 6.
7123'
Vol. 5423, Pg. 5985 65.23
O.P.R.D.C,T. 71.20! 1 65.23' 65.23'
_t 9 64.20' 64.26 64.210Y! 64.21Y -64.20' 64.20' 64.20' 64.20' 64.2 �6 0! - � �I - . fencing shall be constructed of cedor, board on board, with a top rail,
7 F co R - 78.47' 78.47' .85.47' and shall be supported with galvanized steel posts. A common fence
Lot t. -C> 2 78.47' 78,47' 78,4�
78.47' 78.47'
Block X it stain color shall be established.
11 V ;: ,
00 N89'40)5*E 130,00' 7. Lots 1-2, Block X, to be used for amenities, sidewalks, trails and
C=; I
in -,=
:W landscaping; easements for these uses ore granted by this plot.
130 N89'4615"E 15
20 19 18 17 12! 16
9 t2 -.
23 ci -a, 22 �n 21 R p 8. No transformers or utility pedestals shall be allowed in the sidewalk and
M C> 7 t2 7
�2
1-�Q
O'KANCH 6 1 C6 utility easement.
Q_J C5 00 25' BL 30' BL Z5:_LL 2C UL 25 BL$LZQ 9. This property is subject to the street tree agreement between TVG Texas
20L _8L
5' S.U.E.' U,
PHAE5E 5E5-7---78.47
.47
1 1, LLC and the Town of Prosper.
por'.'No. 2015-55 130.00' 1 1 BL21 10. Key lot fencing restrictions exist on this plot.
CC i SRAZORIA,
IRS t�k_ _P94V__E I L31
ill 5 14800'15�E �893,20' 25!x 50' Street Utility Easement
i C�
Cd CL:
W 001= -78.47*:=
ro .78 47:-
::�78,47 -78,47= By Separate Document
.47t: Z"---78.47=::- S�78.4 S.U.E.
N8T4615*E =120. 5' U1.
2V C17- 2_5'B1 $L:2:2 CC#,2016-89856
_i07 BL - 25 BL 3V 8L
7'13D.00' I 11 30' 8L att �1__
it 1:�
4 ^8 1, �. R "p
8 "b* C3 9 'M <_-i 10 C. 12 13 127 LOTS DEVELOPED TO PD-40 STANDARDS
za;l 11=3
7- t2 t2 E; t2 '2 -T
'55.239 ACRES (2.30 UNITS/ACRE)
MONEWNE LANE 4 cc 7
6 t2 ox,
co n -Z lk \4-1
< 5 c7"- �0-
C>
L N89*415E AVERAGE LOT SIZE 9,593.051 SF
it I I N89*415'E
130.00, .47' 85.47'
78 47' 78.47 78-47' 78.47' 78
CO
< to L
.3 1=�
2 L Yi _b k?, 3
3 .40* f
AE�� -0079
It 26 12�_ 5%4 D14
7 lin S89*4157W
. ....... - I -,,-I N89'40?15'E
Z 130.00' 11 25'x 50' Street & Utility Easement FINAL PLAT
29.41 By Separate Document
2 I't rL., 2 6t CCJ 2016-89886
fo t TV
:Z
RANCH P 4A
Cn
TVO TEMO 1, LLC WINDSON' HAS
40' Landscape 25x 50' Street & Utility Easement DOC. NlO. 2012-599Z7 -55 239 ACRES OUT -OF THE Sheet 1 of 3
.73' By Separate Document
Buffer .00, 36.86 C:�
11:r iRF CC# 2016-89886 M.E.P. & P. R.R. -SURVEY ABST. NO. 1476
as KWIN SURVEY ABST NO. 1369 C'>,,
15.25 ii-tA B. WEEDIN SURVEY ABST. NO. 1369
AEA &,PRR. SMEYABST iQ 1476 it L_
81- Filed for Record
T. BUTTON SURVEY ABST. NO. 88
1/2' IRF the OffCounicial Records Of:
234.5429. TOWN OF PROSPER Denton ty
W0005INE LANE, in
' On: 712712016 1:12:53 PM
(-,-a Row� S89-0516-E 26. DENTON COUNTY) TEXAS In the PLAT Retards
Windsong Ranch Ph 4A
15' D.E. By OWNER / APPLICANT ENGINEER / SURVEYOR Doc Number* 2016-2061
I Separate Document Terra Verde Group, LLC .Spurs Engineering, Inc. Number of Pages: 3
CCU Good -Hope Road 76 Custer Road, Suite 100 Amount: 150.00
Prosper, Texas 75078 Plana, TX 75075 Order#:
15 Water Easement
By:
Telephone (469) 532 JR
-0681 Telephone: (972) 422-0077
By Separate Document fContact: -David,Blom TBPE No. F-2121
CC# 2015-130954 Contact: Matt Dorsett
_J 100 July 2016 'SE1 Job No. 14-141
STATE OF TEXAS §
COUNTY OF DENTON §
OWNER'S CERTIFICATE
BEING o tract o/ land situated in the M.E.P. 8c P.R.R. Survey, Abstract No 1476. the B. VNEED\N Survey, Abstract No.
1369 and the T. Button Survey, Abstract No. 88. Town of Prosper, Denton County, Texoo, the subject tract Uomg o
portion of o tract of land conveyed to TVO Texas |. LLC according to the deed recorded in 2012-59927 of the Deed
Records, Denton County, Toxoa` the subject trout being more particularly described as follows;
BEGINNING at o 1/2° iron rod found along the easterly line of windsong Ranch Phase 3B and being the west
right-of-woy line of @8ndoong Parkway South (00' right-of-way) of said subject tract;
THENCE. N 0079'45~ VK o distance of 320.80 feet, along said common line to o 1/2" iron rod with o plastic cop
stomped "SP|ARSENG~ found-,
THENCE continuing along said uonnrnon line around o tangent curve to the right having o central angle of 06*08'56~, o
radius of 530.00. o chord of N 02-43'43^ E - 67.21. on arc length of 87.24 feet, to o 1/2" iron rod with o plastic
cap stamped ^SP{ARSENG^ set;
THENCE' S 84l2'49^ E. o distance of 60.00 fmot, to o 1/2^ iron rod with o plastic cap stamped "SP|ARSENC^ set;
,
THENCE around o non -tangent curve to the right having o central angle of 09^42'39^. o radius of 570.00. n chord of
N 18^38'30^ E - 96.49. on arc length of 86.61 foet, to o 1/2^ iron nod with o plastic cap stamped 'SP\ARSENG' set;
THENCE. N 15^29'49^ E. o distance of 176.28 fent, to o 1/2^ iron rod with o plastic cop stamped ^SP|ARSENQ~ set;
THENCE, N 61^54'33^ [, o distance of 144.93 feot, to o 1/2^ iron rod with o plastic cap mtonnpod ^SP|ARSENC~ set;
THENCE. N 73'33'07~ E' o distance of 226.98 foot' to o 1/2^ iron rod with o plastic cop stomped ''SP\ARSENC^ set-,
THENCE. S 77^30'45^ E' o distance of 151.96 feet, to o 1/2° iron rod with o plastic cop stomped ~SP|ARSENG" set-,
THENCE. N 39-14'14^ E. o distance of 143.00 feot, to o 1/2^ iron rod with o plastic cop otonnpod ~SP|ARSENC° set;
THENCE. N 01`59'31^ 0( o distance of 10821 feet, to o 1/2^ iron rod with u plastic cop stamped ^SP|ARSENG^ set;
THENCE. B 85`07'39" [, o distance of 122.77 fmet, to o 1/2" iron rod with o plastic cap stamped ^SP|ARSENG" set;
THENCE. N 38^28^22^ E, o distance of 173.27 feet, to o 1/2^ iron rod with o plastic cap stomped ~5P!ARSENG^ set;
THENCE. N 52l0'22^ E. m distance of 78.25 feet, to o 1/2^ iron rod with o plastic cap stamped ~SP|AR3ENG^ set;
THENCE. W 08~31'50" E, o distance of 128.85 feet, to o 1/2" iron rod with o plastic cap stomped "SP|ARSENG^ oat;
THENCE. N 88*43`20" E. o distance of 326.82 feet' to o 1/2° iron rod with o plastic cap etonnpod "SPIARSENG^ set;
THENCE, N 85`34'24~ E. o distance of 389.13 foet, to o 1/2" iron rod with o plastic cap stomped °SPIARSENG^ met;
THENCE. S 85-1951- E. o distance of 51,00 feot, to n 1/2" iron rod with o plastic cop stomped "SP|ARSENG^ set;
THENCE. S 07~25`04^ E. o distance of 545.80 feot, to o 1/2" iron rod with o plastic cap mtonnp*d "SP1&RSENG° set;
THENCE around o non -tangent curve to the left having o central angle of 01^36'36''. m radius of 2101.00. o chord of
S 81^45'38^ VV - 59,03' on oro length of 50.84 feot, to o 1/2" iron rod with o plastic cop stomped ''BP|ARSENG" set;
THENCE. S 87~06'39" E' o d}atono* of 50.03 fent, to o 1/2^ iron rod with o plastic cap ntonopod ^SP>ARSENG" set;
THENCE around o non -tangent curve to the left having o central angle of 04'58'31~. o radius of 2051.00, o chord of
S 78.26"16^ VY - 178.04. on arc length of 178.10 feot, to o 1/2" iron rod with o plastic cop stamped `SP|ARSENG" set;
THENCE, S 07TX5'49° E, o d|atmnom of 260.28 feet, to o 1/2~ iron rod with o plastic cap stamped ^SP|ARSENG^ set;
THENCE. S 15~00'18" E. o distance of 50.00 feet, to o 1/2" iron rod with o plastic cop stomped ,'BP|ARSENC~ set;
THENCE. S 74~58'44" VV, o distance of 6.94 feet, to o 1/2" iron rod with o plastic cap stamped "SP\AR5ENG~ set;
THENCE. S 07^05'49^ E. o distance of 269.56 feet, to o 1/2^ iron rod with u plastic cap otonnpad "SP|AR3ENC^ set;
THEMCE. S 15*00"16^ E. o distance of 58.00 feet, to o 1/2" iron rod with o plastic cap stamped "SP|ARSENC^ set;
THENCE. S 74-59'44^ YY, o distance of 6.33 /eet, to a 1/2" iron rod with o plastic cop stomped "SPIARSENG^ set;
THENCE around o tangent curve to the right having o central angle of 00*02`13^. o radius of .059.0D. o ,cbord of
S 75^00`50^ YV - 0.62. on arc length of 0.62 huet, to o 1/2~ iron rod with o plastic cop stomped'SP|ARSENGset;
THENCE, S 07^05'49° E. o distance of 131.09 feet, to o 1/2" iron rod with o plastic cap stomped "SP|ARSENQ° mot
THENCE around o non -tangent curve to the right having o central ong|o of 13*41'38'`. o radius of 1D8Q.00.,o chord of
S 82^49'26" YY - 259.66. on arc length of 260.27 foet, to n 1/2'' iron rod with o plastic cap stampedSP\ARSENG"
set;
THENCE, S 89'40^15" 0( o distance of 290.81 feet, to o 1/2^ iron rod with o p|osUo cap stamped ~SP|ARSENC" set;
THENCE, 5 80~19'45" E, o distance of 120.00 fomt, to o 1/2^ iron rod with o plastic cop a\ornpnd ~SP\4RSENG^ set;
THENCE. S 45l9'45~ E. o distance of 14.14 faet, to o 1/2^ iron rod with o plastic cap stomped ^SP|ARSENG^ set;
THENCE. S 0079'45° E, o distance of 50.00 feet, to o 1/2~ iron rod with o plastic cap otonnpad "SP\ARSENG° set;
THENCE. S 44-40`15" 0L o distance of 14.14 faet, to o 1/2^ iron rod with o plastic cup stomped "SP|ARSENQ^ set;
THENCE. S 00l9'45" E. o distance of 120.00 feet, to o 1/2~ iron rod with o plastic cop stomped "SP\ARSENG" set;
THENCE. S 89*48^15" W. o distance of 606.26 feet, to o 1/2^ iron rod with o plastic cop stomped "Dz{AR5ENG" met;
THENCE. S 74`51^26" VV, o distance of 162.33 feet, to o 1/2^ iron rod with o p|ooUc cap stomped "SPiARSENQ~ set;
THENCE, S 0079'45^ E. o distance of 35J3 feet, to o 1/2" iron rod with o plastic cap stomped ~SPIARSENC~ set;
THENCE around o tangent curve to the lo/f having o central angle of 14^51'09^' o radius of 145.80, o chord of
S 07'45'20~ E - 37.48. on arc length of 37.59 faot, to o 1/2" iron rod with o plastic cap stamped ~SP|ARSENC` set;
THENCE around o reverse curve to the right having o o*nho| angle of 12*18'24^, o radius of 455.00. o chord of
S 09T01'42^ E - 97.54. on arc length of 97.73 feet, to o 1/2" iron rod with o plastic cap stamped ''SPiARSENG' set;
THENCE. S 26*07'28" E. o diat0000 of 50.00 feet` to o 1/2" iron rod with o plastic cop stomped "SP\ARSENG" set;
THENCE around o non -tangent curve to the right having o central angle of 27~02'12°. o radius of 325.0D.,o chord of
S 77^23`38~ VY - 151.94. on arc length of 153.30 feet, to o 1/2" iron rod with o plastic cop stampedSP|AR5ENG'
set;
THENCE, N 89-05'18^ 0( o distance of 182.53 feet' to o 1/2^ iron rod with o plastic cap stomped ^SP|ARSENG~ set;
THENCE 8 43`50'47^ V� o distance of 34.15 feot, to o 1/2" iron rod with o plastic cop stamped ~SP|ARSENG" set
along the east right-of-way line of Y6ndoong Parkway South (00' right-of-way) and the westerly line of said subject
tract;
THENCE along said common line around n non -tangent curve to the loft having o central angle of 10Z5'18^. o radius
of 500'00. o chord of N 06*41'50^ VY - 90.82. on arc length of 90.94. to o 1/2^ iron rod with o plastic cap stamped
"SP|ARSENC" found;
THENCE, M 11-54'28~ 0\ o distance of 61J5 feet, along said common line to o 1/2" iron rod with o P|oatio cop
stamped ^SP!ARSENQ" found;
THENCE along said common line around o tangent curve to the right having o central angle of 11~3443^' o radius of
200.00. o chord of N 06`07`07° YV - 40.35, on arc length of 40.42. to o 1/2" iron rod with o plastic cap atonnpmd
^SP}ARSENG~ found;
THENCE. N 00^19'45" W, o distance of 570.31 feet' along said common line to o 1/2" iron rod with o plastic cap
stamped ~SP}ARSENG" found;
THENCE. S 80^40'15^ YV, a distance of 80.00 feet to the POINT OF BEGINNING with the subject tract containing
2.406.205 square feet or 55'239 ooraa of land.
SURVEYOR'S CERTIFICATE
That t 1Darren Brown,of 3piorn Engineering, Inc.,o hereby certify that i prepared this plot and the field notes mode o port thereof from on ootvn| and accurate
survey'of the \-d and that the corner monuments'^=" -' shown thereon were property p|oond under my personal super"sion, in accordance with the Subdivision Regulations
of the Town of Prosper, Texas.
Doted this the II~ day of 2016.
7
DARREN K. BROWN
STATE 0FTEXAS 6
COUNTY OF COLLIN §
BEFORE NE the undern'gnmundersigned,o Notary Public in and for The State of Texas,on this day oU'Darren K. Brown, known to me to be theand
officer whose name is subscribed to the foregoing inntrument, and acknowledged
od to me that he executed the aomo for the purposes and considerations unerom
expressed and in the oopoody therein stated.
GIVEN UNDER WY HAND AND SEAL OF OFFICE this the _Lj!t_ day of 2016.
JOYCBRIEN
Expires March 1, 2020
Notary Puk�_-, �Jhte of Texas
NOW, THEREFORE, KNOW Al MEN BY THESE PRESENTS:
That � TYG TEXAS { LLC acting herein by and through its duly authorized officers, does hereby certify and adopt this plot designating the herein above described
property as WNWD` Q ^ RANCH PHASE 4A on addition to the Town of Proopor, and does hereby dedicate to the public use forovo,, the streets and o\|eya shown
thereon. TYG TEXAS |. LLC, does heroin certify the following:
1. The streets and uUayo are dedicated for street and uUay purposes.
2. All public improvements and dedications obuU be free and clear of all debt, Uena, and/or encumbrances.
J. The easements and puh|\o use oroos' as sho*n, are dedicated for the public use forever for the purposes indicated on this plat.
4. No bui|dings, foncos, treos, shrubs or other improvements or growths sho|| be constructed or p|orod upon, over or across the easements as shown, except that
landscape improvements may be p|000d in landscape easements if approved by the Town of Prosper.
5. The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair.
b Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the oomomen\ limits
-c use to particular utilities, said use by public utilities being subordinate to the public's and Town of Prospers use thereof.
7 The Town of Prosper and public utilities shall have the right to remove and keep removed o\| or ports of any hui|dinga, fencen, trees, shrubs or other
improvements or growths which may in any way endanger or interfere with the construction, mointanonce, or efficiency of their respective systems in the easements.
O The Town of Prosper and public utilities oho|| at all times have the full right of ingress and ogress to or from their respective easements for the purpose of
constructing, reconstructing, |nspecting, patrolling, maintaining, reading rmetera, and adding to or removing oil withoutt
or parts of their respective systems without nn
necessity at any time procuring permission from anyone.
9. All modifications to this document shall be by means of plot and approved by the Town of Prosper.
This plot approved subject to m|| platting ordinoncoo, ru|wa' regulations and raoo|uUuno of the Town of Prooper. Texas.
WITNESS, my hand, this the qo7duyof 2016
TVG TEXAS L LLC
A Texas Limited Liability Company
By. Bp-Terno Verde Investors, LLC
A Delaware limited liability company,
Its Sole Member
By. Terra Verde 8P Nonogor, LLC
A Delaware limited liability company,
Its Managing Member
Name:kD. Croi Martin
Title: Manager
Address: 2242 Good Hope Road
Prosper, Texas 75078
STATE OF TEXAS §
COUNTY OF DENTON §
BEFORE WE the undersigned,o Notary Public in and � The State of Toxou, on this day personally appeared D. CraigMortin, known to me to be the
person and officer whose name is subscribed to the foregoing iootrument, and acknowledged to me that he executed the some for the purposes and
considerations therein expressed and in the capacity therein stated.
^�`
GIVEN UNDEOrMY HAND AND
-` SEAL [lr 2016
CERTIFICATE OF APPROVAL ----'---- -
Approved this �t4� do of __KlE�' � e�k� by the Planning �� Zoning Commission of the
Town ofProsper, l�
oilliIIIIIIIII/
- f-J --- Planning & Zoning Commission
Town Secretary
Engineering Department
Development Services Departmvt
f-�4 - - - - - - - - - - - - - - - - -
The area or areas shown on the plot as "VAM" (Visibility and MaintMAW1 osement(s) are hereby given and granted to the Town
of Prosper (Called "Town" ), its successors and assigns, as an easement to provide visibility, right of access, and maintenance upon
and across said VAM Easement. The Town shall have the right, but not the obligation, to maintain all landscaping within the VAM
Easement. Should the Town exercise this maintenance right it shall be permitted to remove and dispose of any and all landscaping
improvements, including without limitation, any trees, shrubs, flowers, ground cover, structure, and/or fixtures. The Town in its sole
discretion may withdraw maintenance of the VAM Easement at any time. The ultimote maintenance responsibility for the VAM
Easement shall rest with the property owner(s). No building, fence, shrub, tree, or other improvements or growths, which in any way
endanger or interfere with the visibility, shall be constructed in, on, over, or across the VAM Easement. The Town shall also have the
right, but not the obligation, to add any landscape improvements to the VAM Easement, to erect any traffic control devices or signs
on the VAM Easement and to remove any obstruction thereon. The Town, its successors, assigns, or agents shall have the right and
privilege at all times to enter upon the VAM Easement or any part thereof for the purposes and with all rights and privileges set
forth herein.
DRAINAGE AND DETENTION EASEMENT
This plot 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 heiro, grantees, successors and assigns: The Portion of Lot 2, Block X. as shown on
the plot is called "Drainage and Detention Easement". The Drainage and Detention Easement within the limits of this addition, will
remain open at all times and will be maintained in o safe and sanitary condition by the owners of the lot or lots that are travers
ed
by or adjacent to the Drainage and Detention Easement. The Town will not be responsible for the maintenance and operation of said
Easement or for any damage to private property or person that results from conditions in the Easement, or for the control of
erosion. No obstruction to the natural flow of storm water run-off shall be Pnnnnted by construction of any typo of building, fence
or any other structure within the Drainage and Detention Eoonn«nt' as herein above defined, unless approved by the Town Engineer.
Provided, hOweYer, it is understood that in the event it becomes necessary for the Town to erect or consider erecting any type of
drainage structure in order to improve the storm drainage that my be occasioned by drainage in or adjacent to the suodivjaiun, then
in such event` the Town ShV|| have the right to enter upon the Drainage and Detention Easement at any point, or points, to
» erect, t construct and maintain any drainage facility deemed necessary for drainage purposes. Each property
investigate, survey or ` «or:
Owner shall keep the Drainage and Detention Easement clean and free of debris`silt, and any substance which would naau|t
in
unsanitary conditions or obstruct the flow of water, and the Town shall have the right of ingress and egress for the purpose of
inspection and supervision of maintenance work by the property owner to o||ovjot� any undesirable conditions which may Vo«ur' The
� d natural bank erosion to o�
natural drainage through the Drainage and Detention Easement is subject to storm water overflow n resulting from the
extent which cannot be definitely defined. The Town Sho|| not be held liable for any damages o any nature
occurrence of these natural phenomena, or resulting from the failure of any structure or structures, within the Easement.
Boundary Line Table
Line # Lon
;ctjon
Lot Line Table
Centerline
Line Table
[EL28
49.87'
S
00*1945"
E
Boundary
Line Table
Lot Line Table
Lot Line Table
Line #
Length
Oiro,_tion
6T14_14'
S
44*40'15"
W
LFLl
17
1 14-.20'
S
44*4258"
E
Boundary Line Table-
rj(3: �1
60,00'
S
89*40'15"
W
Lot Line Table
,Line, #
Lent3tn
Direction
14.14'
N 44*40'15" E
[EL24
Centerline Curve
Table
TEXAS CAPITAL BANK, NATIONAL ASSOCIATION
BY.
Debi England, Sr. Vi6e President
STATE OF TEXAS &
COUNTY OF HARRIS §
Boundary Curve
Table
Centerline Curve Table
158.03'
1 �, 7. 0 LO'
L15-T60' I N 8219-59" E
BEFORE ME, the undersigned, o Notary Public in and for The State of Toxnu. on this day personally appeared Debi
England, ~'own to no 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 _��doy of 2018
QUEEN WEEKES
0oloiy Public. State Of texas
Notary Public, State of Texas Comm. Expires 06-06-2018
-fill 11 Notary ID 124894650
------ ���u������
���u �»���
FINAL ��
� PLAT
WINDSONG RANCH PHASIF" 4A
55.239 ACRES OUT OF THE
T. BUTTON SURVEY ABST. NO. 88
TOWN OF PROSPER
OWNER /APPLICANT
Terra Verde Group, LLC
2242 Good Hope Road
Prosper, Texas 75078
Telephone U46g\53Z-O68l
Contact: David Blom
July, 2016
ENGINEER /SURVEYOR
Spiars Engineering, Inc.
7G5Custer Road, Suite 1O0
Piano, TX75O75
Telephone, (97I)422-8O77
TB9ENo. F-2121
Contact: Matt Dorsett
SEZ Job 0n. l4-I4I
Sheet 2 of 3
Lot Area Table
Lot # Stock #
5quore Feet
Lot Type
1 A
13,577
B
2 A_
11,305
B
3 A 110,458
B
10,458
B
4 A i
5 s A
110,458
B
[6 A
10,458
8
7 A
10458
B
8 A
10,458
8
9 1 A
10,458
6
10 A
10,458
1 8
11 A
10,486
4 8
12 A
12,201
B
Easement Line Table
Line # j
Length
Virection
L87
20-00'
2-39'1 4-E
L88
__51
N77*20'46"E
L89
20.01'
S1 2'39'1 4"E
L90
27,74'
N07*05'49"W
L92
33.43'
N13*45'13"W
L93
51.53' f
S13*45'1 3"E
L95
28.95'
507*0549"E
L96
L97
65.16' i
15.
S00-1 9'45"E
N89*40'1 5"E
L98
65.16'
N001 9'45"W
L99
6.40'
N00*1 835-W
Ll 00
4.59'
S71 *1 3'50"E
Ll 01
Ll 02
6,50'
31.85'
1 N00-1 8-35-W
1 N20*1 9'15 W
Ll 03
60,71'
1 N61 *19'1 5"W
Ll 04
15.00'
N28*40'45"E
Ll 05
66.31'
N61 *19'1 5"W
L106
36,35'
S20*1 9'1 5"E
L107
14.62'
S79*1 9'30"W
L108
3.56'
S79*2635"W
Lot Area Table
Lot #
51ock 0
5 vo" Feet
5quore Feet Lot Type
10,742 B
2
g,880 8
3
9,894 8
------------
4
E3
—
14,082 B
5
5 1
10,342 8
6
-wo A
L8 '10
7
$
10
8,100 A
8
E3
8,251 A
9
5
8,853 A
10
8,853 A
11
8,853 A
12
5
8,434 A
13
5
8,100 1 A
14
5
8,100 1 A
15
5
8,100 A
16
13
8,960 A
17
8
8,790
18
E3
8,049 i A
19
1 5
i 8,049 A
# 8,049 A
20�
5
F21
5
1 8.287 A
22
5
8,840 A
23
5
8,987 1 A
24
5
1 8,763 A
9,697 A
25
El
fi
Easement Line Table
Line #
Length i
vireatton
L109
8.57'
S79-26'35-W
L110
13.22'
S09*1 347"W
1-111
163.05'
N81*35*31"W
L112
47.74'
N45*31-39-E
13
834-
S89-4545-E
Ll 14
L115
Ll 16
9.73' ,
15.10'
33.56'
N45'10'05'E
N80*37-09-W
S75*29'54"W
L117
33.34'
S88*48-28"W
Ll 18
34.01'
S26*54'51"W
L119
33.26'
S59*3642-E
Ll 20
30,12'
S43*22*48"E
Ll 21
26.85'
S1 0*31'57-E
Ll 22
# 48.60
S25*02151"W
Ll 23
Ll 24
24.05'
1 25.42'
S58-15'57"W
1 N59*31'54"W
L125
36.66'
i N1 9*,35'42"W
L1 26
40.68'
:N:39�1�2'2=2"W
Ll 27
37.73'
N62*32'56-W
Ll 28
41.51
N85.*37'53"W
Lot Area Table
--Type
Lot # Block #
5qvore- F;1—J `
Lot
26 5
11,394
A
27 5
28 5
29 5
12,287
1 10,107
1 9,619
A
A
i A
Lot Area Table
Lot #
Stock #
5quore Fact I Lot Type
B
2
r C r
10,840
6
3
0
9,969
8
4
I V I
'9,380 1
8
5
8,130
A
6
FC
8,130
A
A
7
0
1 8,130
8
0
8,990
A
9
0
10,358 1
8
10
0
8,458 i
A
11
i E.
8,458 i
A
12
G
8,458
A
13
C
13,906
B
Easement Line Table
--
Lima #
I
Length iPireetion
Ll 29
262.72'
S57-53-10-W
13 11
0
30
64 * 83
64.83'
S61-26-15"W
Ll 31
93.93'
S69*08'21"W
fLl
Ll 32
1-1.33
80.39'
j138.03'
S53*59'1 YW
S89*02'48"W
L134 i
Ll 35
Ll 36
Ll 37
67,58' l
67.94'
80.50'
55.35'
S83-17-59-W
S63*57'32"W
S45*34!48"W
S44*42'52"W
Ll 38
50.20'
S86-34-36-W
Ll 39
67.10'
S64*4444"W
Ll 40
26.03'
S56*28'49"W
Ll 41
22.60'
S32*11-47"W
Ll 42
3 48.28-
= S20-49'40-W
Ll 43
41.79'
S37'00',53-W
Ll 44
43.58'
S53*49'1 9"W
Ll 45
65.32'
S77*1 6*1 5"W
L146
63,40'
N76*20'23"W
L147
37.26'
N55*2656"W
Ll 48
20.70'
TIN63-01'1 9-W
a
Lot Area Table
Lot #
Block *1
5quore Feet Lot Type
11,390
8
2
0
101920
11,390
6
8
3 P
4
8,346 i
A
8,346
A
8,346
A
6
V
7
-!V�>- E-8,346--+
8
f—V
8,346
9
V
8,346
A
10
V
8,346
A
8,346 1
A
8,346
A
12 v
13
V
i 8,346
A
14
P
9,206 1
8
15 D
11,061
8
16
V
10,201
B
17
D
10,201
A--
B
18
10,201 1
B
19
V
1 10,201
8
20
V
10,201
B
21
V
10,201
B
22
V
10,201
B
23
r.>
10,20
B
Easement Line Table
Line #
Lenath ;
Direction
Ll 49 i
25.28'
N84*08'10"W
Ll 50
20.16'
S82-18'09"W
L1 51
73.05
S61 *55'1 4"W
L152
29.17'
S70*47'48"W
Ll 53
56.42'
S74*42'1 9"W
Ll 54
i 64.68'
1 S80*1 3'40-W
L155
Ll 56
1 53.14'
52.62"1
+1
1 S85-0437"W
S89*05'40"W
Ll 57
76.05'
1 N84#22'11"W
Ll 58
9.90'
S89*41'25"W
L159
10.00'
N00-1 8'35"W
Ll 60
L10 - 0 01
S89*41'25"W
Lot
Area Table
Lot 0 510rk # 5qvoro Feet
Lot Type
1
13,417
13
2
r:
11,578
B
3
9,880
B
3,
4
12,040 j
8
5
rz
12,643
B
6
E
11,015
B
7
F
10,201
B
84
I
E
1 10,201
1
B
9 I
E
10,201
B
lo 1
E
10,201
8
11 I
E
10,201
B
12
10,201
1
8
13
E"
I 11,061
B
Lot Area Table
Lot #
510Ck st
5quore Feet iLot
Type
i
2 4
f=
F
F
9,892
9,554
9,503
A
B
B
4
F
8,700
A
5
6
r- j
F
8,604
8,604
A
A
7
8
F
F
9,464
9,197
8
6
49�i
f=
8,337
A
10
r-
8,337
A
11
F
8,726
A
12
F
9,280
A
13
F
4 8,337
A
14
F
8,953
A
Lot Area Table
Lot Block. # 5qvore Feet
Lot Type
9,685
A
2 8,800
A
3 C7 8,671
A
4 8,331
5 8,118
6 i, 8,118
7 61 8,118
A
A
A
A
8 6 8,978
A
9,856
B
10 C7-j 8,996
8,996
A
A
12 6 9,149
13 67 9,535
I A
A
14 6 9,535
A
15 6 9,817
B
Lot Area Table
Lot #
5ior-v #
5qvore Feet
Lot Type
H
9,339
B
2
H
8,479
A
3 3
H
8,479
A
4A
H
8,479
A
5
H
8,703
A
6
1 H
i 8,824
A
7
H
8,824
A
8
H
9,471
8
()pen
Space Area
Table
Lot--T-
51ocl< #
Arres
X
0.900
2
X
16.894
Easement Cur" Table
Lene3th I
Rodlv5
Chord
CnOrc Searing
volto
C38 �1
59.54
512.50'
59.51
N10*25'31"W
6*3924"
C39 1
56.64'
487.50
56.61'
S10*25'31"E
m 6*39'24"
C40
6.15'
16.00'
6.11'
N10'41'22"E
22*0041"
C41
18.29'
11 1.00
18.27'
S03*51'57"W
9*26'27"
C42
191.70'
111.00'
168.75'
S58*03'37*W
98-56'50"
C43
9.26'
10.00' 1
41.50'
8.93'
36.49'
N83*2259-E
N30-46'41"E
53*02 48
307-50'12"
C44
222.97'
C45 s
14.17'
10.00-
13.01' I
N35*53'02"W
81-09-38"
C46
127.31'
87.00'
116.25
S61'3659"W
83*5021"
C47
31.31'
87.00
31.14'
S09-23'09-W
20-37'19-
CF48
6.15'
16.00'
6.12'
S1 1 *20'06"E
22*02'14"
C49
3.78'
132.81'
3.78'
l S39*00'54"W
1 *3749"
lC50
= 86.61'
1 69.09'
81.05'
S81'21'22"W
1 71*49'34"
C51
43.13'
i 196,8911
4
1 N692832"W
12*3325"
C52
16.07
43.90
15.98'
11 N87*57'15"W
20-5853"
-W
054
7.67'
8.68
1 7.43
l S46-00'21
---�C56
50*40'04"
94.46'
99.50
90.95
S,779*26C35"W
54-2332-
058
26.05'
35.81'
25.48'
N81 *40'27"W
41 *40'52"
C59
114.90'
324.73'
114.30'
S86*02'24"W
20'16'20"
C60
147.85'
239.61'
145.51'
S82*45'25"W
i 35*2 1 #11"
Easement Curve Table
Length
Rodlus
Chord
Chord Saar nc
DeOta
C62
C63
124.99'
17.13'
146 07'
16.95'
121 21'
16.41'
S35*06 56 W
S69*42 'l 6"W
49-0130-
57*52'43"
C64
32773-1
98.46- 1I
32.57'
S76*4422"W
19*0235"
C65 i
80.41'
91.47'
77.85'
S84*49'49"W
50*21'56"
C67
86.13'
39.08'
69.72'
N21*53'17"W
126*16'32"
C69
C71
C73
33,25'
74X'
42.37'
11 46-00'
1 99.54'
I 90.70'
32.53'
j 72.65'
41.99
N65*47'42"E
1 N69*18'10"E
N52*5636"E
41'24'59"
42-4827-
26*4601"
C74
69.26'
84.68'
67.34'
1 N42*34'54"E
46*51'40"
C75
262.97'
131.80
221.47'
N70*02'22E
114'1856*
C76
105.77'
83.74'
98.87'
S87*1 1'58"E
72*22'05"
C77
36.40'
184.62'
36.35'
N59*2742"E
111753"
C78
-1
�44. 3 7'
—
1 6 � �68
3-4 0
N83-1 101 8-E
�44
D14-0079
FINAL PLAT
Milli i
55.239 ACRES OUT OF THE
M.E.P. & P. R.R * SURVEY ABST. NO. 1476
B. WEEDIN SURVEY ABST. NO. 1369
T. BUTTON SURVEY ABST. NO. 88
TOWNTOF PROSPER
DENTON COUNTY, TEXAS
OWNER / APPLICANT
TerraVerdeGroup, LLC
2242 Good Hope Road
Prosper, Texas 75078
Telephone (469) 532-0681
Contact: David Blom
ENGINEER / SURVEYOR
Spiars Engineering, Inc.
765 Custer Road, Suite 100
Plano, TX 75075
Telephone: (972) 422-0077
TBPE No. F-2121
Contact: Matt Dorsett
Sheet 3 of 3
July, 2016 SEI Job No. 14-141