SD5314Atl
I I
27 11
23 24 25 26 i i I i i 14
II (I
- II
11 1 50 100 200
11
OLD ; RED LANE - - - _ -+ - -- - - -
- --- - - - BU4 - _ - - BLI& I . N 511 °26'55" E
- - - - - - -- _ BL15 BG6 B
- - - --- T ----- - ---- k-5 U.E.
U.EI --Exist. 26W Street and utility
Esmt. To Be Abandoned 58.03' ..M i 03, -
J. TEETER SURVEY ABST. NO. U _ 5' U E
L!..-.._--.-.._:.-..-..-..-..-..--.-.. .. -----..-.-.170.00' - =-{ �L� I 12.50'-..-..�-..-..-
URM(-A-DST. N0.1538 � S 89'26'55' W N 89'26 55 E
-- C
i a 20'BL U I f-------
I; 36 U 42l� m
30 I q� mI ii l ;/ 12
m
C1
Jr -- - 737655. l o^
�I I 170� f �' r / 14.78' S6976?Q. a 13.(
773 E h
5 SUS/� /�5'
f l w 5' I.I.E.j , �5' U.E.
35 i, I U1 h 43 mI _ r lad
M
i' I
0
3 ; 0 31 I U) H �i
O it 50' II m
ROW ri '
1 i S 88 3339' E I I I- I I I 5.21'
PROPOSED „ M 11 S 89'31'58� E
-----t ' WIND50NG RANCH ;', 170.0o I 1' �I `' 193.88' 9
I' PHASE 7E & 7F
II I O
34 ri j Co 44
I M` Itl1 w ,m 10 u w
39 t w N
32
34.91'-
/k\`\ \ 110. 4.07'-
45 \ so �0.52 ,159.24 i
` 33t - _ -
40 - -
i \ , j L� 9t i E 551� 30 gt o
\
1/2° CIRF .n so i 44�L° 13.15'
46.. ' o.
41
29
/' i /' �j i ' ��-15' Utility Esmt.
1/2' CIRF ; t`� 15' Utility ' rTL42
%
Esmt. L. --- ----
/ 2$
10 / ,
,Z
1.
2720' Sanitary Sewer Esmt
z ` /' Doc. No. 2020-104794
100-Year
h Fully -Developed Floodplain
00 (Windsong Ranch Phases 6-9 Flood'Study By
j l0 Cardinal Strategies, Dated O1/W/2p22)
{ R. YATE5 SURVEY A135T NO 1538
5 S 20" W 504.75'
N 1312'49' W - 452.16'
To Northwest Comer Of
T. Button Survey,
Abstract No. 88
_ 1/2' CIRF
CM
VP Windsong
�BEGINNING) Operations - t \ r I' 1 � I
Doc. No. 2018-84666 1 / "� �
r BGI OPRDCT
Exist. 20'xW Street and ati"ty
fv �
` Esmt To Be Abandooed ++
U.S. HIGHWAY 380
15' Drainage Esmt.
�'�}, To Be Abandoned By This Rot
15' Sanitary Sewer Esmt.
tJ, Doc. No. 2021-37886 °
_ LOCATION MAP / KEY MAP
100-Year J N.T.S.
Fully -Developed Floodplain
VIA le
(Windsong Ranch Phases 6-9-f1aod Study By
1 `rb Vrn .n r Qe ` Cardinal Strategies, Datel:1 1/OViO22)
Q
p0 J
s 54
ass 0• �. � � \
`� i 15165 L49
I" ' ZZ
I
55 15' Drainage Esmt// i
\ /
WIN SONG RANCH PHASE 5C
` DOC. NO.2020-294
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
I ACCESS EASEMENT
(BTP)
BY THIS PLAT
R.O.W.
RIGHT-OF-WAY
BL
BUILDING LINE
HOA
HOME OWNERS ASSOCIATION
-4400-
STREET NAME CHANGE
B
BLOCK DESIGNATION
®
10'x10' TRANSFORMER EASEMENT
®
CLUSTER MAILBOX LOCATION - Per Revised SLP
11110-
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
PHASE BOUNDARY
` 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. O All corners are 1/2 inch iron rods with yellow plastic caps stamped "SPIARSENG"
unless otherwise noted.
3. All development will comply with Town of Prosper PD-40 Requirements.
4. All open space areas, Lots 1 & 2, Block X, to be owned and maintained by the
\\ HOA
` / 5. Front yard setbacks are staggered per requirements of PD-40 and Zoning Ordinance
OO o I `; / WWD50NG RANCH PHASE 5A Section 9.3.F.
&oDOC. NO.2019-499 \ 6. Lots 1 & 2, Block X to be used for sidewalks, trails, and landscaping.
G, m 14 `\\ \ \ \; Easements for these uses are granted by this plot.
<\ 7. No transformers or utility pedestals shall be allowed in the sidewalk and utility
.� w way, \\ \\
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.
B. WEEDIN 5URVEYA155L N0.1369 / 6
1/2- CIRF
Cm 7
-WIN050NG RANCH PHASE rL DOC. NO.2021-50 5 4
r(0 lvq�
E
9
10
12
2 \ \
\
21
Rear Property Line PHASE 71
Rear Property Line 25 LOTS DEVELOPED TO PD-40 STANDARDS
M Rear BL T .} I I
L - 28.873 ACRES (1.155 UNITS/ACRE)
r I I I �2ae 'dAVERAGE LOT SIZE 22,630.291 SF
I•--20' sae
I I Setback
I i setback
T
II I II L t Summary
20' Side ---I 2a' side--J CL } ~ OJ
Setback I I Setback I I a Y o Type F (Min. 20,000 SF) 25
2s, �a 3s Front Open Space 2
I 5' U.E. + O Side BL = Front III.P p
' ---- - - 5_SSU.E- - ---- t'-
Total 27
Front Property Line.
TYPICAL LOT DETAIL R Front Property one
FO
STANDARD KEY LOT DETAIL
LOT TYPE P
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
i===
b 'tt I
Boundary Curve Table
Curve #
Ler9th
Radius
Chord
Chord Bearing
Delta
BC1
12.28'
420.00'
12.28'
S 37-50'00" E
1-40'30"
BC2
78.03'
330.00'
77.85'
S 31'53'50" E
13'32'50"
BC3
270.27'
325.00'
262.55'
N 21 *43'17" E
47'38'50"
BC4
94.39'
275.00'
93.93'
N 07'43'52" E
19'40'00"
BC5
76.53'
325.00'
76.35'
N 10-49'07" E
13-29'31"
BC6
120.26'
2025.00'
120.24'
N 8611'48- E
3-24'09"
BC7
23.66'
275.00'
23.65'
N 8659'03" E
455'44"
BC8
49.73'
325.00'
49.69'
N 85'03'53" E
8'46'05"
BC9
42.08'
275.00'
42.04'
N 85'03'53" E
8'46'05"
BC10
263.74'
1 520.00'
260.92'
N 74-55'08" E
29-03'35"
Boundary
Line Table
Line #
Length
Direction
BL1
90.93'
S
38*40'15"
E
BL2
82.60'
S
25'07'25"
E
BL3
52.64'
S
40-40'18"
W
BL4
209.69'
S
68'56'41"
W
BL5
191.14'
S
25'54'41"
W
BL6
36.47'
S
52'05'59"
W
BL7
148.96'
S
7529'44"
W
BL8
220.53'
S
60'28'43"
W
BL9
239.42'
S
6137'45"
W
61-70
198.34'
N
61'03'55"
W
BL11
148.30'
N
49'55'58"
W
BL12
150.00'
N
44*27'18"
W
BL13
157.73'
N
02'06'08"
W
81-14
14.78'
N
4532'44"
E
BL15
51.67'
N
8753'53"
E
BL16
57.43'
N
89-26'55"
E
BL17
14.14'
S
45'33'05"
E
BL18
50.00'
N
89'26'55"
E
BL19
14.14'
N
44'26'55"
E
BL20
162.08'
N
80'40'50"
E
BL21
185.38'
N
89'26'56"
E
BL22
14.89'
S
78'16'49"
E
BL23
60.00'
N
53-00'15-
E
SU ml a.
12. Key Lot fencing restrictions exist on this plat.
13. Finished floor elevation shall be at least 2' above the 100-year floodplain.
14. Lots backing to the floodplain shall have a 25' minimum rear setback.
15. Lots siding to the floodplain shall have a 15' minimum side setback adjacent to the
floodplain.
16. 2.923 acres of right-of-way being dedicated by this plat in fee simple.
17. tots 1 & 2, Block X to be used for surface runoff. Drainage Easements for this use
are granted by this plat.
18, The thoroughfare alignment(s) shown on this exhibit are for illustration purposes and
does not set the alignment. The alignment is determined at time of final plat.
19. Residential lots that are allowed to back or side to the Base Floodplain and/or open
space lot shall have an ornamental open metal fence along the rear and side of
the lots. The lot owner is responsible for the maintenance of the fence.
20. Fencing is not allowed in water line easement on Lot 4, Block M.
D21-0042
FINAL A
UNUM q 1112 1 :1 "IF I I g I
31.796 GROSS ACRES, 28.873 ACRES NET
®'1JT iJJI Tg7�
R.YATES SURVEY ABST. 1538
J. TEETER SURVEY ABST. 1262
B. WEEDIN SURVEY ABST. 1369
T. BUTTON SURVEY ABST. 88
TOWN OF PROSPER
DENTON COUNTY, TEXAS
OWNER / APPLICANT ENGINEER / SURVEYOR
VP WINDSONG OPERATIONS, LLC Spiars Engineering, Inc.
130 N. Preston Road, Ste. 130 765 Custer Road, Suite 100
Prosper, Texas 75078 Plano, TX 75075
Telephone (469) 532-0681 Telephone: (972) 422-0077
Contact: David Blom TBPE No. F-2121 / TBPLS No.
F-10043100
Contact: Matt Dorsett
Scale: 1" = 100' May, 2022 SEI Job No. 21-060
Sheet 1 of 2 1
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS VP Windsong Operations, LLC is the owner of a tract of land situated in the R. Yates
Survey, Abstract No. 1538, the J. Teeter Survey, Abstract No. 1262, the T. Button Survey, Abstract
No. 88, and the B. Weeden Survey, Abstract No. 1369, Town of Prosper, Denton County, Texas,
being a portion of tracts conveyed by deeds recorded in Document No. 2018-84666 and Document
No. 2021-53914 of the Official Plat Records, Denton County, Texas (OPRDCT), with the subject
tract being more particularly described as follows:
BEGINNING at a 1/2" iron rod with a plastic cap stamped "SPIARSENG" found at the southeast
corner of Windsong Ranch Phase 7A according to Document Number 2021-461, of the Plat Records,
Denton County, Texas being in the east line of Old Rosebud Lane;
THENCE through said VP Windsong Operations tract, the following:
THENCE around a curve to the left having acentral angle of 01'40'30", a radius of 420.00 feet, a
chord of S 37'50'00" E 12.28 feet, an arc length of 12.28 feet;
THENCE, S 38'40'15" E, 90.93 feet;
THENCE around a tangent curve to the right having a central angle of 13'32'50", a radius of
330.00 feet, a chord of S 31'53'50 E - 77.85 feet, an arc length of 78.03 feet;
THENCE, S 25'07'25 E, 82.60 feet;
THENCE, S 49'19'42" E, 314.74 feet to the north line of Windsong Ranch Phase 5C, according to
Document Number 2020-294 of the Plat Records, Denton County, Texas.
THENCE, along the north line thereof, the following:
S 40'40'18" W, 52.64 feet to the northeast corner of Windsong Ranch Phase 5A, according to
Document Number 2019-499 of the Plat Records, Denton County, Texas;
THENCE, along the north line thereof, the following:
S 68*51 1" W, 209.69 feet;
S 25'54'41" W, 191.14 feet;
S 52'05'59" W, 36.47 feet to the northeast corner of Windsong Ranch Phase 3C according to
Document Number 2021-50 of the Plat Records, Denton County, Texas;
THENCE, along the north line thereof, the following:
S 7529'44" W, 148.96 feet;
S 6857'00" W, 282.91 feet;
S 60'28'43" W, 220.53 feet;
S 86'25'20" W, 304.73 feet;
S 61'37'45" W, 239.42 feet;
S' 43'06'32" W, 316.96 feet;
0
N 61'03'55" W, 198.34 feet;
N 49'55'58" W, 148.30 feet to 1/2" iron rod with a plastic cap stamped "SPIARSENG" found in the
southeast line of Proposed Windsong Ranch Phase 7E & 717;
THENCE, along the southeast line thereof, the following;
N 36*07'22" E, 393.62 feet to 1/2" iron rod with a plastic cap stamped `SPIARSENG" found;
a
N 44*27'18" W, 150.00 feet to 1/2" iron rod with a plastic cap stamped 'SPIARSENG" found;
Around a non -tangent curve to the right having a central angle of 47'38'50", a radius of 325.00
feet, a chord of N 21'43'17" E - 262.55 feet, an arc length of 270.27 feet;
N 02'06'08" W, 157.73 feet;
Around a tangent curve to the right having a central angle of 19'40'00", a radius of 275.00 feet, a
chord of N 07'43'52" E - 93.93 feet, an arc length of 94.39 feet;
Around a compound curve to the left having a central angle of 13'29'31", a radius of 325.00 feet,
a chord of N 10'49'07" E 76.35 feet, an arc length of 76.53 feet;
N 45'32'44" E, 14.78 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set in the
south line of Old Red Lane;
THENCE, along the south line thereof, the following;
N 87'53'53" E, 51.67 feet;
Around a tangent curve to the left having a central angle of 03'24'09", a radius of 2025.00 feet, a
chord of N 86'11'48" E 120.24 feet, an arc length of 120.26 feet;
Around a non -tangent curve to the right having a central angle of 04'55'44", a radius of 275.00
° feet, a chord of N 86'59'03" E - 23.65 feet, on arc length of 23.66 feet;
N 89'26'55" E, 57.43 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
S 45'33'05" E, 14.14 feet;
N 89'26'55" E, 50.00 feet;
N 44'26'55" E, 14.14 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
m N 89'26'55" E, 252.00 feet to a 1/2" iron rod with a plastic cap stamped `iPIARSENG" set;
Around a tangent curve to the left having a central angle of 08'46'05", a radius of 325.00 feet, a
chord of N 85'03'53" E 49.69 feet, an arc length of 49.73 feet;
N 80'40'50 E, 162.08 feet;
2
Around a tangent curve to the right having a central angle of 08'46'05", a radius of 275.00 feet, a
chord of N 85'03'53 E - 42.04 feet, an arc length of 42.08 feet;
N 89'26'56" E, 185.38 feet to a 1/2" iron rod with a plastic cap stamped "SPIARSENG" set;
Around a tangent curve to the left having a central angle of 29'03'35", a radius of 520.00 feet, a
chord of N 7455'08" E - 260.92 feet, an arc length of 263.74 feet;
N
S 78'16'49" E, 14.89 feet;
N 53'00'15" E, 60.00 feet to the POINT OF BEGINNING with the subject tract containing 1,385,054
square feet or 31.796 acres of land.
N
c
DRAINAGE AND FLOODWAY EASEMENT
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
This plat is hereby adopted by the Owners and approved by the Town of Prosper (Called "Town") subject
THAT we, VP Windsong Operations LLC, acting herein by and through its duly authorized offic rs, does hereby to the following conditions which shall be binding upon the Owners, their heirs, grantees, successors and
certify and adopt this final plat designating the herein above described property as WINDSON�t RANCH PHASE 71 assigns: All of Lot 2, Block X, as shown on the plat is called "Drainage and Floodway Easement" and is
an addition to the Town of Prosper, and does hereby dedicate to the public use forever, the treets and alleys the natural drainage channel crossing each lot. The existing creek or creeks traversing along the Drainage
shown thereon. VP Windsong Operations LLC, does herein certify the following: and Floodway Easement within the limits of this addition, will remain as an open channel at all times and
will be maintained by the owners of the lot or lots that are traversed by or adjacent to the drainage
1. The streets and alleys are dedicated for street and alley purposes. courses in the Drainage and Floodway Easement. The Town will not be responsible for the maintenance
ys Y P P and operation of said creek or creeks or for any damage to private property or person that results from
2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances. the flow of water along said creek, or for the control of erosion. No obstruction to the natural flow of
3. The easements and public use areas, as shown, are dedicated for the public use forever for the purposes storm water run-off shall be permitted by construction of any type of building, fence, or any other
indicated on this plat. structure within the Drainage and Floodway Easement or the natural drainage channels, as herein above
defined. Provided it is understood that in the event it becomes necessary for the Town of erect or
4. No buildings, fences, trees, shrubs, or other improvements or growths shall be construct d or placed consider erecting any type of drainage structure in order to improve the storm drainage that may be
upon, over or across the easements as shown, except that landscape improvements may be placed in occasioned by streets and alleys in or adjacent to the subdivision, then in such event, the Town shall
landscape easements if approved by the Town of Prosper. have the right to enter upon the Drainage and Floodway Easement at any point, or points, to investigate,
5. The Town of Prosper is not responsible for replacing any improvements in, under, or ove any easements survey or to erect, construct, and maintain any drainage facility deemed. necessary for drainage purposes.
caused by maintenance or repair. Each property owner shall keep the natural drainage channels traversing or adjacent to his property clean
6. Utilityeasements may also be used for the mutual use and accommodation of all public utilities desiring and free of debris, silt, and any substance which would result in unsanitary conditions or obstruct the
y flow of water, and the Town shall have the right of ingress and egress for the purpose of inspection and
to use or using the same unless the easement limits the use to particular utilities, said use by public 9 g g P � P
being subordinate to the public's and Town of Prosper's use thereof. supervision of maintenance work by the property owner to alleviate any undesirable conditions which may
g P occur. The natural drainage through the Drainage and Floodway Easement, as in the case of all natural
7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of channels, are subject to storm water overflow and natural bank erosion to an extent which cannot be
any buildings, fences, trees, shrubs, or other improvements or growths which may in any way ndonger Ior
interfere with the construction, maintenance, or efficiency of their respective systems in the a sementsI definitely defined. The Town shall not occurrence of these natural phenomenaa,, held liable for any damages of any nature resulting from the
or -resulting from the failure of any structure or structures,
8. The Town of Prosper and public utilities sholl at all times have the full right of ingress Ind egress to or within the natural drainage channels. Building areas outside the Drainage and Floodway Easement line
from their respective easements for the purpose of constructing, reconstructing, inspecting, pa rolling, I shall be filled to a minimum elevation as shown on the plat. The minimum floor elevation for each lot
maintaining, reading meters, and adding to or removing all or parts of their respective system without the shall be as shown on the plat..
necessity at any time procuring permission from anyone.
9. All modifications to this document shall be by means of plat and approved by the Town of Prosper. ACCESS EASEMENT
This plat approved subject to all platting ordinances, rules, regulations and resolutions of the own of Prosper,
Texas. 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
L vehicular and pedestrian use and access, and for the Fire Department, Police, and emergency use in
Witness our hands at Denton County, Texas, this day of 2022 1 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,
VP Windsong Operations LLC and across said premises.
A Delaware Limited Liability Company
LANDSCAPE EASEMENT
By
D. Craig Maitin, Vice President
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
STATE OF TEXAS § requested on all or port of this property, the Town may require any similar or additional restrictions at
COUNTY OF DENTON § 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
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day p rsonally 'lappeared replacement shall be in conformance with the requirements, standards, and specifications of the Town of
D. Craig Martin, known to me to be the person and officer whose name is subscribed to the foregoing Prosper, as presently in effect or as may be hereafter amended. This provision may be enforced by
instrument, and acknowledged to me that he executed the some for the purposes and coderations therein specific performance or by any other remedy allowed by law. This Landscape Easement shall be void of
expressed and in the capacity therein stated. utilities and other elements unless otherwise approved on the plat.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2022• LIEN HOLDER:
TEXAS CAPITAL BANK, /a- rfXl 5 5fA76 67A'1\11G
,
.�``a u,,,, MELISSA BRYSON `
z. �cNotary Public, State of Texas -
Notary Public, State of Texas Comm. Expires 09-09-2023 ,AA _
Notary ID 132163031 B '%wl
,.� y. /
SURVEYOR'S CERTIFICATE Tom Miller
Vice President
That I, Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that 1 prepared this pat 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 STATE OF TEXAS §
Subdivision Regulations of the Town of Prosper, Texas. COUNTY OF HARRIS §
Dated this the a 3 day of AA 2022. BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally
appeared �M i�r �£+� 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
0 F T purposes and considerations therein expressed and in the capacity therein stated.
Al
Q GtST�R F�
o N GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 2- day of dAY 2022
DARREN K. BROWN, RPLS 5252
DARREN K. BROWN
q 5252 P
`9 �DFf s S,o� 1 darrenll.
SUR`IF' spiarsengiriring.com
-4,
STATE OF TEXAS § OLLIN § Notary Public, State of Texas LESLEY CELESTINE THOMAS
COUNTY T AS
=_ Y P` ' Notary Public, State of Texas
m .+� Comm. Expires 08-18-2025
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this d person lly `' of � Notary ID 129474889
appeared Darren K. Brown, known to me to be the person and officer whose name is subsc '
ibed to the
foregoing instrument, and acknowledged to me that he executed the same for the purposes and
considerations therein expressed and in the capacity therein stated. CERTIFICATE OF APPROVAL \
Approved 1 of U«✓ 20
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 2 day of M Cl 2022. PP this day
the Town of Prosper, Texas.
7At1_t_
4F P
Faith Nlcoio sourest Town Secretary
NotaryPublic, State of Texas My Commission Expires ,
N
Nola D
tarryy ID
t392620T5
SD5314A G01,i S05*, S17*, d48 Engin er' g Department y� ,
38555 - A1369A BD WEEDON, TR 1, 11 14AC/PART j� 1914
7txxS
38686 - A1538A RE YEATS, TR 2(PT), 1 .096AC/ALL Panning Department
52767 A1262A J TEETER TR 3, 5.8 8AC/ALL
52801 - A1538A RE YEATS TR 1, 16.0 46AC/PART
747289 - A1369A BD WEEDON TR 1A, 0.61AC/ALL *S17 ONLY ON PART OF 3 LOTS
747290 - A1538A RE YEATS TR 2A, 12 5AC/PART
747291 - A1262A J TEETER TR3A, 18.2 64AC/PART
Lot Line Table
Line #
Length
Direction
L1
14.48'
S 6653'25" E
L2
13.86'
N 28'21'45" E
L3
13.87'
S 63*51'19" E
L4
14.14'
N 19'52'35" E
L5
24.15'
S 41'48'02" E
Centerline Line Table
Line #
Length
Direction
L6
38.57'
S 231558" E
Lot Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C1
43.77'
105.00'
43.45'
S 11'23'27" W
23'53'04"
C2
158.67'
595.00'
158.20'
S 09'04'43" W
15*16'44"
C3
117.70'
425.00'
117,33'
N 77*40'10" E
15'52'04"
C4
147.56'
975.00'
147.42'
N 76'38'36" E
8*40'18"
C5
118.75'
825.00'
118.65'
N 58'24'57" E
8*14'49"
C6
89.74'
1140.00'
89.71'
S 70'02'23" W
4'30'36"
C7
49.00'
200.00'
4
S 10'41'17" W
14'02'20"
C8
101.93'
200.00'
100.83'
S 18'27'40" E
29*12'04"
C9
124.03'
4802.91'
124.02'
S 05'01'06" E
1'28'46"
C10
94.39'
400.00'
94.17'
S 0315'01" W
13'31'12"
C11
117.15'
495.00'
116.87'
S 07'40'31" W
13'33'34"
Centerline Curve Table
Curve #
Length
Radius
Chord
Chord Bearing
Delta
C12
125.06'
300.00'
124.15'
S 11'23'27" W
23'53'04"
C13
325.32'
400.00'
316.43'
S 00'02'01" W
4635'56"
C14
224.26'
600.00'
222.96'
N 77*211 E
21'24'55"
C15
221.65'
800.00'
220.94'
N 8012'43" E
15'52'29"
C16
184.73'
1000.00'
184.47'
N 59'35'04" E
10*35'03"
C17
70.93'
300.00'
70.77'
N 31'53'50" W
13'32'50"
C18
13.16'
450.00'
13,16'
N 37'50'00" W
1*411
C19
80.24'
690.00'
80.20'
N 06'55'55" E
6'39'47"
C20
146.78'
300.00'
145.32'
N 03'45'10" W
28'01'57"
Lot Area Table
Lot #
Block #
Square Feet
Acreage
Lot Type
1
M
25,666
0.589
F
2
M
20,400
0.468
F
3
M
20,947
0.481
F
4
M
27,953
0.642
F
5
M
24,442
0.561
F
6
M
21,491
0.493
F
7
M
20,250
0.465
8
M
24,153
0.554F9
r
M
27,033
0.621F
10
M
26,781
0.615
F
11
M
24,402
0.560
F
12
M
23,814
0.547
F
Lot Area Table
Lot #
Block #
Square Feet
Acreage
1
X
97,175
2.231
2
X
594,786
13.654
D21-0042
FINAL, PLAT
Soo 111,11111 lI pq iiiii
Lot Area Table
Lot #
Block #
5cjuore Feet
Acreage
Lot Type
42
N
23,474
0.539
F
43
N
23,120
0.531
F
44
N
23,120
0.531
F
45
N
22,928
0.526
F
46
N
20,771
0.477
F
47
N
20,236
0.465
F
48
N
20,416
0.469
F
49
N
20,204
0.464
F
50
N
20,094
0,461
F
51
N
21,588
0.496
F
52
N
20,975
0.482
F
53
N
20,885
0.479
F
54
N
20,644
0.474
F
31,796 GROSS ACRES, 28.873 ACRES NET
OUT OF TILE
R.YATES SURVEY AEST. 1538
J. TEETER SURVEY ABST. 1262
B. WEEDIN SURVEY AEST. 1369
T. ]BUTTON SURVEY AEST. 88
TOWN OF PROSPER
DENTON COUNTY, TEXAS
OWNER / APPLICANT ENGINEER / SURVEYOR
VP WINDSONG OPERATIONS, LLC Spiars Engineering, Inc.
130 N. Preston Road, Ste. 130 765 Custer Road, Suite 100
Prosper, Texas 75078 Plano, TX 75075
Telephone (469) 532-0681 Telephone: (972) 422-0077
Contact: David Blom TBPE No. F-2121 / TBPLS No.
F-10043100
Contact: Matt Dorsett
May, 2022 SEI Job No. 21-060
Sheet 2 of 2
Filed for Record
in the Official Records Of:
Denton County
On: 1 1/2022 11:51:15 AM
In the PLAT Records
WINDSONG RANCH PH 71
Doc Number: 2022-204
Number of Pages: 2
Amount: 100.00
Order#:20220601000484
By: DP