SB0035ACOUNTY OF DENTON
STATE OF TEXAS
WHEREAS, DID Bluestem, LLC, acting by and through Fred S, Hazel and Casey WR Investment, LLC acting my and through Michael T.
Casey, are the owners of a tract of land situated in the J.L. SALING SURVEY, Abstract No. 1675, Denton County, Texas and embracing all
of the 26.394 acre tract of land described in the deed to DD Bluestem, LLC as recorded in Document No. 2016-16013 of the Official Public
Records of Denton County, Texas and all of the 2.578 acre tract of land described in the deed -to Casey WR Investment, LLC as recorded in
Document No. 2016-117303 of said Official Public Records and being more particularly described by metes and bounds as follows:
Beginning at a capped Y2" iron rod found marked 'SPIARSENG' (control monument) at the southwest comer of Gee Road as dedicated in
the plat for WINDSONG RANCH PHASE IA, an addition to the City of Prosper, Denton County, Texas according to the plat thereof recorded
in Document No. 2016-248 of said Official Public Records;
THENCE South 77*23'09" East, along the southerly right-of-way line of said Gee Road, at 60.00 feet pass a capped 518" iron rod set marked
ttkill
WI-i" "6- Wipidi
W I "M �Ww-mwaall" 16669 - "I- 0,1111FOW a 1101 W1 I Al
THENCE generally easterly and southeasterly along the south line of said Block A to and along the northerly line of said 26.394 acre tract
the following: I
along said curve to the left, having a central angle of 36*2544", an arc length of 120.80 feet, a radius of 190.00 feet, and a long chord
bearing and distance of South 82006'52" East, 118.78 feet to the beginning of a reverse curve to the right,
along said curve to the right, having a central angle of 223342", an arc length of 236.27 feet, a radius of 600.00 feet, and a long chord
bearing and distance of South 89011 East, 234.74 feet to a capped 1/2" iron rod found marked "SPIARSENG" at the beginning of a
non -tangent curve to the right;
along said curve to the right, having a central angle of 7026'53", an arc length of 533.61 feet, a radius of 4105.00 feet, and a long chord
bearing and distance of South 73'47'17" East, 533.24 feet to a capped YS' iron rod found marked 4SPIARSENG" at the beginning of a
non -tangent curve to the left',
along said curve to the left, having a central angle of 8'28'08", an arc length of 392,43 feet, a radius of 2655.00 feet, and a long chord
bearing and distance of South 74'02'47" East, 392.08 feet to a capped Y2" iron rod found marked "SPIARSENG" at the beginning of a
reverse curve to the right;
along said curve to the right, having a central angle of 23041'16", an arc length of 289.40 feet, a radius of 700.00 feet, and a long chord
bearing and distance of South 6602624" East, 287.35 feet to a capped '/12" iron rod found marked "SPIARSENG" to the beginning of reverse
curve to the left;
along said curve to the left having a central angle of 60304", an arc length of 21.81 feet, a radius of 190.00 feet, and a long chord bearing
and distance of South 5705313" East, 21.79 fleet to a capped '12" iron rod found marked "SPIARSENG"
southeasterly direction, with said curve to the left, an arc distance of 21.81 feet to a capped %" iron rod found marked "SPIARSENG;
South 37017'44" East, at 113.44 feet pass a southerly corner of said Block A, continuing in all a distance of 173.44 feet to a capped YS" iron
rod found marked "SPIARSENG" for the southeast corner of said 26.394 acre tract at the beginning of a non -tangent curve to the left having
a central angle of 0044'32", a radius of 1280.00 feet, a chord bearing and distance of South 52"20'00" West, 16.58 feet to a capped Y2" iron
rod found marked "SPIARSENG;
THENCE westerly along the southerly line of said 26.394 acre tract the following:
southwesterly direction, with said curve to the left, an arc distance of 16.58 feet to a point at the beginning of a compound curve to the left
having a central angle of 3*56'10", a radius of 600.00 feet, a chord bearing and distance of South 49"59'39" West, 41.21 feet to a capped YS"
iron rod found marked "SPIARSENG;
southwesterly direction, with said curve to the left, an are distance of 41.22 feet to a capped YS" iron rod found marked "SPIARSENG;
South 48*01'34" West, a distance of 123.81 feet to a point at the beginning of a tangent curve to the left having a central angle of 471,4906",
a radius of 18.50 feet, a chord bearing and distance of South 24*07'01 " West, 15.00 feet to a capped Y2" iron rod found marked
'SPIARSENG;
southwesterly direction, with said curve to the left, an arc distance of 15,44 feet to a point at the beginning of a reverse curve to the right
having a central angle of 12203V20", a radius of 65.50 feet, a chord bearing and distance of South 61031'39" West, 114.93 feet to a capped
Y2" iron rod found marked "SPIARSENG;
southwesterly direction, with said curve to the right, an arc distance of 140.20 feet to a point at the beginning of a non -tangent curve to the
right having a central angle of 37"21'06", a radius of 1059.50 feet, a chord bearing and distance of South 7102336" West, 678.53 feet to a
capped %'iron rod found marked "SPIARSENG;
southwesterly direction, with said curve to the right, an arc distance of 690.70 feet to a point at the beginning of a compound curve to the
right having a central angle of 16*44'50", a radius of 100.00 feet, a chord bearing and distance of North 8103T25" West, 29.13 feet to a
capped Yi" iron rod found marked 'SPIARSENG;
northwesterly direction, with said curve to the right, an arc distance of 29.23 feet to a capped YS" iron rod found marked "SPIARSENG;
North 73011 '00" West, a distance of 314.34 feet to a point at the beginning of a tangent curve to the left having a central angle of 49*46'22", a
radius of 50.00 feet, a chord bearing and distance of South 81055149" West, 42.08 feet to a capped Y2" iron rod found marked "SPIARSENG;
southwesterly direction, with said curve to the left, an arc distance of 43.43 feet to a point at the beginning of a reverse curve to the right
having a central angle of 49*46'22", a radius of 78.00 feet, a chord bearing and distance of South 81*5549" West, 65.65 feet to a capped Y2"
iron rod found marked "SPIARSENG;
southwesterly direction, with said curve to the tight, an arc distance of 67.76 feet to a capped Y2" iron rod found marked "SPIARSENG;
North 7301100" West, a distance of 312.58 feet to a capped 1/2" iron rod found marked "SPIARSENG;
South 89053'32" West, a distance of 269.79 feet to a capped 1/2" iron rod found marked "SPIARSENG for the southwest comer of said 26.394
acre tract;
THENCE northerly along the west line of said 26.394 acre tract the following:
North 0906'28" West, a distance of 231.32 feet to a point at the beginning of a tangent curve to the right having a central angle of 12*43,19",
a radius of 1600.00 feet, a chord bearing and distance of North 601612" East, 354.53 feet to a capped Y2h iron rod found marked
"SPIARSENG;
northeasterly direction, with said curve to the right, an arc distance of 355.26 feet to a capped Y2" iron rod found marked "SPIARSENG;
North 12*36'51" East, a distance of 236.68 feet to the POINT OF BEGINNING and containing 29.3144 acres or 1,276,938 square feet of
land.
M90
1. All bearings shown are based on grid north of the Texas Coordinate System of 1983, North Central Zone �4202),
North American Datum of 1983. All dimensions shown are ground distances.
2According to Map No. 48121CO430G, Community Panel No. 48121CO41OG AND 48121CO430G, dated April 18,
2011 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Denton County, Texas and
Incorporated Areas, Federal Emergency Management Agency, Federal Insurance Administration, a portion of this
property is within a special flood hazard area. If this site is not -within an identified special flood hazard area, this
flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood
damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or
natural causes. This flood statement shall not create liability on the part of the surveyor.
3. Unless noted otherwise all comer monuments are 516'iron rod with "KI-W'cap set.
Copyright 0 2015
f(imley-Horn and Associates, Inc.
All rights reserved
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT DD Biuestem, LLC, and Casey WR Investment, LLC acting herein by and through Its duly authorized officers, does hereby
certify and adopt this plat designating the herein above described property as a final plat of V\IINDSONG RANCH MULTIFAMILY, Lot
Block A, and a conveyance plat of WINDSONG RANCH MULTIFAMILY, Lot 2, Block A, an addition to the Town of Prosper, and does
hereby dedicate to the public use forever, the streets and alleys shown thereon. Ot� E-51-01E SrpK,, LLC and Casey WR Investment, LLC
does herein certify the following:
1. The streets and alleys are dedicated for street and alley purposes.
2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances,
3. The easements and public use areas, as shown, are dedicated for the public use forever for the purposes indicated on this plat,
4. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over or across the
easements as shown, except that landscape improvements may be placed in landscape 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.
6. 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 easement limits the 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 all or parts of any buildings, fences, trees,
shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or
efficiency of their respective systems in the easements.
8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or, from their
respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or
removing all or parts of their respective systems without the 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.
This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas.
WITNESS, rn� hand, this tha / 6L)c 201& Yway Of /V W &a r-
Owner Lot 1, Block A
DQ BLUESTEM, LLC a Georgia
limited liability company
By: DD BLUESTEM MANAGER, LLC, a Delaware
limited liability company, Manager
By: Beaver Creek Trust, Sole Member
By:Briarcliff Management, LLC, a Nevada
limited liability company, Trustee
WITNESS, my hand, this the_ day of 2016.
Owner Lot 2, Block A
Casey WR Investment, LLC
Michael T. Casey, Member
STATE OF GEORGIA
COUNTY OF HENRY
,BEFORE ME, the undersigned, a Notary Public in and for The State of Georgia, on this day personally appeared
known to me to be the person and officer whose name is subscribed to the foregoing instrument, and
......... . . . . . . . . . . . ............... - - - - - - - - - - -
.LJ A16 Zcm 4cc GIVEN UNDER MY HAND AND SEAL OF OFFICE this the /*Vlay of 2016
DENMEKNORFOS
Notary Public, State of Georgia Nowypuw
41" cow"y
ftta of G"ia
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 Michael T. Casey,
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 same for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the- day of ,2016.
DENISE P. CICALESE
Notary Public, State of Texas
Notary Public, State of Texas mrnA*r*#W10-2020
our10 130757166
CERTIFICATE OF APPROVAL
�, f
Approved this the z4ay of 20M by the Planning & Zoning Commission of the Town of Prosper, Texas.
1#147MMIRM
Development Services Department
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SURVEYOR'S CERTIFICKIFE
Know All Men By These Presents:
That 1, James Paul Ward, 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 comer 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 day OX 2016.
0 F-
jAMES PAUC.
mes Paul Ward ............. I
t- 60
Z,
Texas Registered Professional Land Surveyor No. 5606
STATE OF TEXAS §
COUNTY, OF TARRANT §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared James Paul Ward,
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 same for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 9— day of 2016.
I-T-
JENNIFER L PENA
Notary Pttbfic, �Ite`cf Texas
Notary Public, state of Texas
COMM Expires 07.23-2017
Notary ID 12536769-6
ACCESS EASEMENT 11
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.
FIRE LANE EASEMENT
The undersigned covenants and agrees that he (they) shall construct upon 'the fire lane easements, as dedicated and shown
hereon, a hard surface paved in accordance with Town.standards and that he (they) shall maintain the same in a state of good repair at all
times and keep the same free and clear of any structures, fences, trees, shrubs, or other improvements or obstruction; including but not
limited to the parking, loading, or unloading of motor vehicles, trailers, boats, or other impediments to the access of fire apparatus. The
maintenance of pavement in accordance to Town standards of the fire lane easements is the responsibility of the owner, and the owner shall
post and maintain signage in accordance to Town standards in conspicuous places along the fire lanes, stating "Fire Lane, No Parking". The
police or their -duly authorized representative is hereby authorized to cause such fire lanes and utility easements to be maintained free and
unobstructed at all times for fire department and emergency use.
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 home 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 maybe hereafter amended. This provision maybe 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.
VISIBILITY AND MAINTENANCE EASEMENT (VAM)
The area or areas shown on the plat as "VAM" (Visibility.and Maintenance) Easement(s) are hereby given and granted to the Town of
Prosper'(Called "Town"), its successors and assigns, as an easement to provide visibility, tight 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 ultimate -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 anyway 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 FLOODWAY EASEMENT This plat is hereby adopted by the Owners and approved by the Town of Prosper (Called
"Town") subject to the following conditions which shall be binding upon the Owners, their heirs, grantees, successors and assigns: The
Portion of Lot 1, as shown on the plat is called "Drainage and Floodway Easement" and is the natural drainage channel crossing each lot.
The existing creek or creeks traversing along the Drainage and Floodway Easement within the limits of this addition, will remain as an open
channel at all times and will be maintained by the owners of the lot or lots that are traversed by or adjacent to the drainage
courses in the Drainage and Floodway Easement. The Town will not be responsible for the maintenance and operation of said creek or
creeks or for any damage to private property or person that results from the flow of water along .said creek, or for the control of erosion. No
obstruction to the natural flow of storm water run-off, shall be permitted by construction of any type of building, fence, or any other.structure
within the Drainage and Floodway Easement or the natural drainage channels, as herein above defined. -Provided it is understood that in the
event it becomes necessary for the Town of erect or consider erecting any type of drainage structure in order to improve the storm drainage
that may be occasioned by streets and alleys in or adjacent to the subdivision, then in such -event, the Town shall have the'right to enter upon
the Drainage and Floodway Easement at any point, or points, to investigate, survey or to erect, construct, and maintain any drainage facility
deemed necessary for drainage purposes. Each property owner shall keep the natural drainage channels traversing or adjacent to his
property clean and free of debris, silt, and any substance which would result in unsanitary conditions orobstnict 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
alleviate any undesirable conditions which may occur. The natural drainage through the Drainage and Floodway Easement, as in the case
of all natural channels, are subject to storm water overflow and natural bank erosion to an extent which cannot be definitely defined. The
Town shall not be held liable for any damages of any nature resulting from the occurrence of these natural phenomena, or resulting from the
failure of any structure or structures, within the natural drainage channels. Building areas outside the Drainage and Floodway Easement line
shall be filled to a minimum elevation as shown on the plat. The minimum floor elevation for each lot shall be as shown on the plat.
STREET EASEMENT
The area or areas shown on the plat as 'Street Easement" are hereby given and granted to the Town of Prosper (Called "Town") its
successors and assigns, as an easement to construct, reconstruct, operate, repair, re -build, replace, relocate, alter, remove and perpetually
maintain street and highway facilities, together with all appurtenances and incidental improvements, in, upon and across certain real property
owned by Grantor. Appurtenances and incidental improvements include, but are not limited to, curbs, gutters, inlets, aprons, traffic signs with
or without attached flashing lights, guard rails, sidewalks, buried conduits, buried City utilities, and underground franchise utilities. Street
Easements shall remain accessible at all times and shall be maintained by the Owners of the lot or lots that are traversed by, or adjacent to
the Street Easement. After doing any work in connection with the construction, operation or repair of the street and highway facilities, the
Town shall restore the surface of the Street Easement as close to the condition in which it was found before such work was undertaken
as is reasonably practicable, except for trees, shrubs and structures within the Street Easement that were removed as a result of such
work.
A'
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SA� VA's 't
Y? to d-7-A LA D.
Sg�*W AttISA SCLJUC"4)s-'1-k (I
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jib,
OWNEWDEVELOPER LOT 1, BLOCK A
DO BLUESTEM, LLC
403 CORPORATE CENTER DRIVE
STOCKBRIDGE, GA 30281
FRED S. HAZEL, VICE PRESIDENT
OWNEWDEVELOPER LOT 2, BLOCK A
DAVID BLOM
TERRA VERDE GROUP, LLC
1001 WINDSONG PARKWAY SOUTH
PROSPER, TEXAS 75078
214,729.8380
469.532.0681
A Ar
A M y H
w M ff 1n, Mr -
SURVEYOR:
:1111 lit: 01,0"n
KIMLEY-HORN
$01 CHERRY STREET, UNIT 11, #950 801 Cherry Stre6 I, Unit 11, # 950 Tel, No. (817) 335-6511
FORT WORTH, TX 76102 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-hom.com
PAUL WARD, 7X RPLS 5606
paul.ward@kirriley-horn,corn Dlg&n b �i 1, Date Project No.
& Checke
817-339-2278
40
JPW FC� 07/13/2015 061279 3
'VIUNITY MAP
LOT TABLE
LOT NO.
ACRES
SQ. FT.
BLUESTEM DRIVE RIGHT OF WAY DEDICATION
0.5632
24,534
GEE ROAD RIGHT OF WAY DEDICATION
1.1246
'48,990
LOT 1, BLOCK A
25,0485
91,12
LOT 2, BLOCK A
2.'W81
112,3627
M rX.
SHEET IND= .
1.
LEGAL
2.
PLAT
PLAT
4.
PLAT
5.
rt" LA T
LINE TABLE
FINAL PLAT
WINDSONG RANCH-1
MULTIFAMILY ADDITION
BLU"CK A,
CONVEYANCE PLAT
WINDSONG RANCH
MULTIFAMILY ADDITION
BLOCK A, LOT,2
29.3144 acres being a part of the
J.L. SALING SURVEY,
Abstract No. 1675
Town of Prosper,
Denton County, Texas
November, 2016
Case -Number D 15-0017
1
REECO MR DING INFIbIRMATION
Filed for Record
in the Official Records Of:
Denton County
On: 12/812016 3:40*52 PM
In the PLAT Recotis
WINDSONG RANCH
Doc Number: 2016-2240
Number of Pages: 6
Amount: 300.00
Order#-.201612Iasi 00451
By: SP
I>-
Ca
-1
Doc-2240
,�
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z
NORTH I
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GRAPHIC SCALE IN FEET
0 25' 50, 100' ( `
L41
k
PORTHE ST CORNER
F J. SA�ING SURVEY
t A-1675
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R=1540.00'
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Number of Pages: 6
Amount: 300.00
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DOC. No. 2012-`IOW83�2k -T tAO,
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FLOOD LEGENDS a
rx
ZONE A NO BASE FLOOD ELEVATION DETERMINED
0:
W
ZONE AE BASE FLOOD ELEVATIONS DETERMINED �2
12 ' l Lt.ti Y4'
C? 31
10
{ 2A=702653" / ` ` . _ / ! I 1 _ 1 1
L=533.61
i
GRAPHIC SCALE IN FEET 1 /
/
sa' a 25' Sa' 100" ca -. GB=S73°47'17" E 26 f `` ` _ ..
. ,ossvr
_
C=20.10' zLu 0 C293
�-� \
23
L108
l I tr7rc,
i~ Q f 21
N5a41'06"E U CL `c�
48.21' + A=7°10'0C2" 227 Trtr7Y — ,. / 4 28i 08ii \ /
�.- R=4105.00 rur { I �° I5$g �- R=2655.00' _ - - t
_ L=513.51' / / f i �. L=392.43' 19 tt}
CB=N73°38'52" VV / j C296 "d ( ~`- /
t
! J _ 2$, AND _
''� "' � , �AS�M�.� APB• ,CB=S74°o2°47"E 18
S84°18'54"E 163.21, L107 1\ C=513.17' I ! "'� l 5,UTILITY C=392.08' f
-- "... ...` «.` L3Z9 �' ! tin f EASEMENT ` / A 17 f `` t
ul { ! zo,x ` 1 z f 16 / 1
_ ..
01 1 A=23 41 16 / � �, t
O cr go C �Nr �" 1 R=700.00' '' Lot 1 t
15° LANDSCAPE /0.
s' s _
EASEMENT�Q� �� ! f
zo QO ��' S 'b j + ,. -^ DRAINAGE EASEMENT . " ^`- 1 L=289.40' \ Bik X
f,� L557 `.. .. f a " 14 -' t
L106 // P0 1 , _ ... -- '` — .. _ _ �'�'�' ♦ C=287 35' 6 24 E 1 /
10` UTILITY EASEMENT // / � 2 ,�„ „` \ �
L214!� L119 L450 �` '`, ! (J )
/L105 0-
�
/ / b a 5' UTILITY EASEMENT "'.. , V\
L1a4 f L1 o R=190.00,
S, -- __ op / 0 L464 $ - ' l
�. � L=21,81
�-^-` " �G i 462 L463 -L465'� a r rr
01$1 '� '' '�._— -- — _— -- - _— +a67 �f �ti ,,.--- o ��, CB=S57 5313E
L9 1 299 a ------- L46$
Fyn ` '' �s `. i,� e`er , C=21,79'
_J _j _j L1a3 \ t /' L370 L368 L47a --- ------
�.•,_ °� �� a `✓'`� ,..--------_ L57a L� � ��,,� :c�Q�- ,, -' •,, �'*��'G' �,
L64 !� e -C231 `" w`.. LL33758Q 4`'� ma's >``l Q 12
'`.."""" L5$6 {tScs byes Er
' C289 C�2$3
10X10' UTILITY � L33$ 24' FIRE LANE, AC cc 00
CESS, J LJ SAS rrL17y J PC'�~,
lsx, d` �a� L636 '�` �ta7y _
,r /
DRAINAGE AND UTILITY -- L583 � i "r o ,✓
EASEMENT ! "1'?
L339 5'UTILITY _ __ J '4
EASEMENT EASEMENT -- C� UT,L J SMSNr
tt
28r L34o h L576 — L571 -` "~ g w ca ASEMENT �%�P�Qb�f bys`L Ca�
��--- -- -- --- ...� S._ ___. I �. � �,�
r
( Cat' L567�s .._ C D FIRE LANE ACCES-----..... g0 L684 L572 `�` UTlL1TY EASEMENT ~` a O'� �� ,,.{
*� � 8 RAINAGE AND UTILITY 2.90
' L72p I� w `' aaSB& ai / �G
� ? t - �-- -- ... " '"` �' ----L.... EA- - T ..... C319 Uj C s ` t t f ���, ,�ttL
Ile
.I,���
�+ DRAINAGE EASEMENT u`S `` G
� . ! s.a°.-.... � f �-'s.a°
5.0' �"' �bryt4
L718�J ,.., L650
�bQQ� i/'�,''•
%a—`-3.0' i--
c� r i- L 86 's 24' „�E `' `�.. l ju; �' � � _ / �r�, � 4 4 ,, } 1 r2" CIRF
NV
"- �+ , 4R41 LqN . SPtARSENG"'
` L614 4 EASE ,q UCr ASS L64$ L'Sg8 C302 L620 C303�� �. \ tLD (CM)
I LLI z " CS 308 L643 __pig r
DRAINAGE EASEMENT 2 L647 ,�
--1.�...-. L615
..,.._. ._.,.,. � �� 5' UTILITY EASEMENT /'Ile
j ur 3 w �-
L616 L765 �752 !co
C9 L646\ / N�.'
J � 63 tI LOT 1, BLOCK A � � � �
I 25.0485 ACRES ( `v o � 5 UTILITY EASEMENT
L75$ W 11091,112 SCE. FT. L7a7
CO
L757 Cl)
i L705 ., -a oe
,....3 G3 b`5�`it' �` ".... 5' UTILITY EASEMENT 1 # '�
-5.0. L� I L704 r L674 j! t f
C345 L756 t r J !>i I 0Q.� �/ R-1280.00'
_LL75 v, �'`j L672 `°�i �1,4 ��b / `"t'' L=1 ,558' _._.
..__.._ i
73$ a5 CB=S5200'00"W
L754 L671 ua
� � � � � t� N� � j � �� A=3056'10" C=16.58'
°' L740 ' I W 26.394 ACRES l t6z0 A=166°16'47" {sue t % R=600,00
L7 99 3 W Z I' TC3 L669 R=65.50' "' f L=41.22' FINAL PLAT
s � ir�g DD BLUESTEM, LLC L=190.09'� CB=S49°59'39"�....r.
EMENT �, L727 a Q 1 T N o. 2015--15(?13 5 c-i CB=S25°59`12'W j __..._ .. C=41,21'/ Y t °V a✓,�
n , DOCUMEN � \� � � � %
L729 o/LI E ORCCT \ C=130.06 �urt I661 0�� C316 1t2 � " / w"ao,�%�
� ..r Lai ,r MULTIFAMILY ADDITION
FIRE LANE, ACCESS. ----- ""'^.,-... 6 ` Sh1Sly7 L702 LOT } DRAINAGE AND UTILITY^ .,� t1
w EASEMENT t >2 a �23�g t L700 C327rj U�,�� �Pg IRS l NA; D ks U ,,-�'� ,/ Cry C184 'r �/ .. BLOCK L
C349 L730 C341 �L ``` f L699 t� 5 p1NADf C' � C' , �,•f' j /1-1 A= '%° i��}i,
_ L737 L724 23 .� L69$ \ \ 6 AgEME R=18, 50' a
�^. c i
C342 L734t,?3 _.", y C, L691 SE E ty`Q1 K- L772 sL656 �r .- ' j -' L=1 �..>' .44i CONVEYANCE
^►/^+� � / I /""11 Y V G �i�.t'1� �
w L735 C340 C' ����' o L693 5 U'CIL.IT'f EA fns"so \ t" / / ,l 1 rl ,• ✓ �,8=524°07'01'"W 1✓1J ifs` f ( a
1 C332`ram` '--L _ __ — — _ ` ^ L694 . - --'" L667- \\ �' h f .,' .- C =15.00' I 'Ii V Ld 1 �lG RANCH �
689
MENT to -�- 5.0' S' UTILITY EASEMENT L69a L696 1 / / X' %
I 2¢, fii� `*•,,_ - _ -- =- __ _ L692 C325\��
! fiA�'4i1y,4G NLc AC L715 L712
L743 i Ait ..-.`- — -- � � �.- �� MULTIFAMILY ADDITION Uj
m
r_
L744 �1 �7/Cry `"--- - .,....-----�._� L C331 -.'.'�' \\C�2 - -- L663 �66 r '' ✓'' ,,r,"" '"""� �"""'* *-.,,. ,..,..'" '� '"W'"" ("� (,( (� a.
J L 770 C34� -,✓ f. _ ✓ �683L664 �16'�'tli 5 � r > .-'� B L C [ 1, A, LOT a
I - J
• .. ,� L v '' L768 L665 L 2 r'' ,r�'� A"� ° !20" 29.3144 Cadres being Ca partof t�� �?
I'
L65$ o .s 'r' i'1 .,� R=65. rJo' J.L. �7AL I N G SURVEY)
' PIP
1Q'X'0' UTILITY '' DRAINAGE EASEMENT
5` UTILITY EASEMENT ,s r .... � -•. ,,,1� � MEND ✓ ,/� �,, •/ / CB=S61 °31'39"W Abstract E V o. 1675
EASEMENT P s0"" .r ,/ DOCUMENT NO.
ar'" '' 2015-16014 AND
.,, g6 2016-127692 OPRDCT C=114.as,
Ca �.. C9 .�- �,.- \ .'' L352 Town 1 dTQ►}I( to
�,� i TRAIL N7� --. --- ,,,• .-- Denton County, Texas
Ca Q- q` HIKE AND B KE ., ;v .-
L369 , - . zu � ua QQ -w. ca I ..- J1 C NO/'
`. EASEMENT DOCUMENT NO. a to
-.. -. _-,,�,E�*' November, 2016
2015-16014 OPRDCT �4„ t ` «- Q ' ° O i n
-. -• ..- -' ilC �N� 0 Rvc, s A_37 21 100 YEAR FEMA FLOOC3PLAIN �+co
r 3pT N Z' p�p0 `' R=1059.5{ - FEMAPANEL48121Ca41aG& Case Number "'V !
16 '' 48121 C0430G, DATED 4/18/11
j EXAS I L.LC �
L=67.76' ''•
81 °55'49"W
C=65.65'
a i ,...f '�
A=49 46 22ri
R=50.00'
L=43.43'
CB=S81 °55'49'W
C=42.08'
C179 I ' ...— Q8=S71°23'36"Vil DOCUMENT NO, 2012--59927 r } i F 1�1
r92. _._—
,, _ _ C C=678.53' ORCCT
�364 C _
Filed for Record C
in the Official Records Of: cc
Denton County o
o COl�srr�U TRAIL �. -i6 °`` j'�.. --- On: 12l$12016 3.40:52 Pfi✓I
ORIIiKEAt1D8t2015A6014 ..--^' """w.. In the PLATR NCH
,_._.�---- ,.•-"» 1N1ND8ONG RANCH
Ct97 "^^-- �pRDCi- "".--' ✓ -- '""�t. I DRAINAGE EASEMENT Doc Number: 2Q16-224EI }
-� .- ----
�. _ Number of Pages: 6 1
co, _j DOCUMENT NO.
2a15-16a14 AND JEMILAmount: 3t10A0 D
...,,, R=100.00 r Order#:2(1161208i100451
,r i i
L-29.23' f 2016-127692 OPRDCT 8y: SP A
. -- ' CBB=N81°33'25' W 801 Cherry Street, Unit 1`1, # 950
Tel. No. (817} 335-6511
__. L39a x
..... ✓ „�,,, �. �,,�'' C=29.13' � 1 Part Worth, Texas 76102 FIRM # 10194040 v,+uuw:kimley-ham.com
Scale Drawn b Checked by Date Protect No. Sheet No. -
NA JPW FCN 07/13/2015 fii61279403 5 QF 6 n
Coovrioht 0 2016
Kimley-Horn and Associates, Inc.
All rights reserved
I-10TONVIAZ
LINE TABLE
NO.
BEARING
LENGTH
Ll
S80*07'32'W
-
22.78'
L2
S87*47'24"E
-
141.95' 1
L3
-
$38*55'01'W
2.71'
-
L4
N80*58'02"E
-
8134'
L6
S33'43'49'W
-
32.09'
L8
S75'07'50'W
-
176.54'
L9
-
I N72*55'18"W
24.00'
LIO
N19*52'10'W
-
90.62'
1-11
S70'1 1'00"E
-
22.85'
L12
N17*04'42"E
113.68'
-
4.42'
-
L14
-
S72*55'I8"E
-
134.73'
L15
S61*36'42'E
-
15.30'
L16
S72*55'18"E
_
16.53'
L17
N84'18'54'W
299.43'
.... 3'
L18
S88*31155"E
12EZ94'
L20
N48'09'02"E
89.56'
L21
NOO*06'26W
186.66' 1
L22
-
S48'09'02'W
123.71'
L23
N2141'06"E
-
10423'
-
2.67'
L26
I N22*56'02"W
-
32.36' 1
L27
N72'55'18'W
151T
L28
N84'57'41'W
-
14,38'
45.41'
L32
S17*04'42'W
-
45.41'
-
L34
N72*55'18"W
57.34'
L35
N15*23'43"E
-
4.42'
L36
N05*41'06"E
35.26'
L37
.
N15*23'43"E
34.17'
L39
N05*41'06"E
--
131.93'
�
L41
N71*49'27'W
24.
1-42
1 S74*36'17"E
E10'
195.77'
L43
N74*36'17'WN
195.77- 1
L45
S15*23'43'W
34.17'
L46
S71'49'27"E
24A0'
L48
I S22*56'02"E
32.36'
'
L50
S21*41'06'W
8618' 1
L51
-
S05'41'06'W
220.97*
L52
N84*18'54'W
249AT
L55
. N42*27'15M
3.68'
L56
N84'18'r>4'W
-
121.49' ,
L58
N78'33'14"W
104.63'
L60
N64*1654'W
50.65'
L63
S05*41'06,w
10.00,
L64
S84*18'64"E
10.00' I
L65
S78'33'14"E
85.53'
L66
S71 *59'38"E
-
64.34'
L67
S84*18'54"E
-
244.42'
1-68
S02'12'36W
-
21136'
L69
N87*47'24'W
130.62'
L70
S02*1236'W
30.00'
L71
S87*47'24"E
66.62'
L72
S02'12'36'W
-
131.63!
L73
-
S8747*24"E
24.00'
L74
I NO2'12'36"E
51.63'
L76
.
N87*47'27'W
-
0.00,
L77
-
S70*11'00"E
-
170.14' .
L78
S84*18'54"E
147.64'
L80
. N75*07'50"E
176.54'
L81
N05*41'06"E
-
10.00'
L82
S87'47'24"E
-
6T95'
L83
S70*1 1'00"E
103.27'
L84
I N05*41'06"E
-
239.32'
L85
N84*18'54'W
-
121.49'
L86
N64'18'54"W
-
60.65'
L87
S02*12'36*W
168.87'
1,88
i S02*12'36'W
-
73.99'
L89
S84*18'54"E
-
10.00'
L90
N42*27'16W
-
30.22' 1
L91
S12'36'51'W
4.37'
L92
I S84*18'54!'E
70.37'
L93
S78'33'14!'E
-
111.35'
L94
S71*59'38"E
-
64.34' .
5.54'
L96
N24*48'59"E
-
15.50'
L97
N84*18'54'W
-
296.90'
L98
N05'41'06"E
-
2%51' 1
L99
"
I S39*16'30-W
10.03- 1
.
- 1-101
I S84-18-54"E
286.52'
LINE TABLE
NO.
BEARING
-
LENGTH
Ll 02
N66*59'25"E
-
5.2T
L103
N68'18'54*W
-
3.06' 1
L104
-
N21 *41'06"E
2.59'
L105
S68'18'54"E
3,00'
L106
N21 *41'W'E
0
125.04'
Ll 07
N22*56'02W
65.14'
L108
I N15'2T43"E
61 X051
L109
S74*36'17"E
243.02'
L110
N05*41'06"E
-
346.45'
Lill
S84*18'54"E
-
244,32'
Ll 12
1 S17*04!42W
16150'
LI 13
S19'52'19'E
_
13.52'
Ll 14
S80*58'02W
-
82.061
Ll 15
N84*18'WW
-
142.851
L116
S48*09'O2W
"�
89,56'
L1 17
S05'46'3WW
153.72'
t37.36
L118
N88'31'55'W
� _ 5
1-119
S79*02'OT'E
6 6S�
6.69' 1
L120
S0541'WW
5.02'
L121
N48*09'02'E
123.71'
L122
N79102109'W
-
28.80'
Ll 23
N79*09'39'W
-
I 1 576' 1
L124
SIO*50'21'W
6.07'
L125
N78'3314'W
-
10.00'
L126
N10*50'21"E
-
5.96'
L127
S84*18'54!'E
-
2.85' 1
Ll 28
S64'18'54"E
10.00'
L129
S84°18'64"E
121 .00'
L130
S05'41'06'W
10.00'
L131
N84'18'54'W
-
10.00'
Ll 32
N05'41'D6"E
10.00,
L133
S84*18'S4'E
15.00'
L134
I S84*18'54"E
,
7.62*
L135
S84*18'64"E
-
10.00, I
L136
S05'41'06'W
10.00'
L137
N84*18'54'W
10.00'
L138
I N05*41*06"E
10.00,
L139
S05*41'WW
_
10.00' I
L140
N84*18'54'W
15.00' 1
L141
N05*41'06"E
10.00'
L142
S84*18'54"E
-
77.94'
L143
N87*47'24"W
-
10.00'
L144
NO2*I236"E
13.89'
L145
N84*18'54'W
SAT
-
L146
N05*41'06"E
-
7.01'
.
L147
-
N84*20'55'W
-
25.01'
L148
S05'37'26'W
7.00* 1
L149
1
N84'18'54"W
201.29'
Ll 50
S15'23'43"W
-
61.05'
L151
S22*56'02"E
-
65.14'
Ll 62
S21*41'06'W
128.46' ,
I
L153
S21*41'WW
9.27'
L154
S87'47'24"E
_
8.70'
L155
S02*12'36"W
-
21.72*
Ll 56
S15'24'25'W
3A8' ,
L157
S74*36'00"E
25.00'
Ll 58
-
N15'24'25"E
7.00'
L159
S74*36'ir'E
-
223.82'
L160
I N39*43'53'W
1 O.02' 1
List
N50'16'07"E
I 0.00'
L162
S39*43'53"E
-
1 O.02'
L163
N15*2475"E
-
10.96'
L164
I N71*49'27'W
10.01' .
L165
SIS'24'25'W
10.01'
L186
S84*18*54"E
7AW
L167
N05'41'06"E
-
25.00'
L168
I N84*18'54'W
7.00' 1
L169
NOS'41'06'E
132.46'
L170
N05*41'06"E
8.06,
L171
N34*27'14"W
11.40'
Ll 72
. N74*36'IrW
5. 5.64.
L173
N64*17'51'W
9.06,
-
Ll 74
SOS*59'13'W
-
14.95'
Ll 75
S84*00'46"E
-
10.53'
L176
S84'18'54"E
288A2' 1
L177
N05'41'06"E
7.00,
L178
S64'18'54"E
-
40.00'
L179
S05*41'06'W
-
17.00'
L180
N84*18'54'W
-
1 12.62' 1
L181
S05*41'06'W
1 41.34' 1
LINE TABLE
NO.
BEARING
LENGTH
-
Ll 82
S72*55'18"E
83,49'
-
Ll 83
S72*55'18"E
25.74' ,
L184
N88*31'55!W
16.98'
L185
N01'28'05"E
8.32'
L186
N88'31'55'W
25.00'
Ll 87
SOI*28'05'W
%00' I
L188
S8$*31'55"E
111.78'
.
L189
--
S88'31'55"E
1 1.16'
L190
S01*28'05'W
-
10.00'
L191
$88*31'56"E
-
15.00'
L192
N01'28'05"E
10.13'
L193
S37*22'10"E
-
0,961
L194
N52'37'50"E
-
5.00,
L195
S37'22'1 O"E
-
20.00'
L196
S52*37'SWW
5,00,
-
L197
.
S37'22'10"E
-
94.50'
L198
S37*22'1VE
107.27'
L199
I N11*11'21'W
125,94' 1
L201
N80*07'32'E
22.56'
L202
N80'07'32'E
-
14.05'
L203
S75oO7'50'W
-
20.36'
L204
I N14*52'10'W
-
7.00, 1
L205
S75*07'59W
25.00'
L206
S14*52'10"E
-
7.00,
L207
S75*07'50'W
-
167.04'
L208
I N70'07'50"E
-
4.51' 1
L209
N19*52I0'W
24.94'
L21 0
S70*07'59W
7.00'
L211
N19*52'09'W
62.93'
L212
N06*41'06"E
-
5.02'
L213
I N17-O4'42-E
106.71'
L214
S79*02'O9"E
17.08'
L215
N05'46'39"E
155,03'
L216
N74*36'1rW
-
95.53! 1
L217
. S15*23'43'W
2117'
L218
S72'55'18"E
-
7.72'
L21 9
S17*04'42W
-
10.00'
L220
N72*55'18'W
-
2T62' 1
L221
N17*04'42"E
2.45'
L222
S72*55'1 S"E
-
10.00,
L223
S17*02'26W
-
15.00'
L224
S72*55'18'E
-
10,00, I
L225
S17*04'42W
-
1413'
L226
N74*26'02"W
10.00'
-
L227
.
N74*36'17"W
-
6.00'
L228
S78*48'37"E
_
9.94' ,
L229
S17*44'32"E
286.79'
L230
S84*02'42"E
23.02'
L231
N35'39`18"E
-
94.77'
L232
N05*41*06"E
-
204.33' 1
L233
S83*04'28"E
10017'
L234
N05*41'06"E
109.34'
L235
S84*18'54"E
-
7.00'
L236
N05'41'06"E
-
20.43'
L237
N84*18'54'W
7,00'
L238
N05*41'06"E
242.83'
L239
S84*18'54"E
_
2.60'
L240
. SOS*41'WW
_
10.00' .
L241
N84*18'64!W
14.35'
L242
'
NOS'41'06"E
13.90'
L243
$84*18'54"E
-
19.93*
L244
S05*41'06'W
-
22.87' 1
L245
S84*18'54"E
18.20'
,
L246
NOS*41'06'*E
87.54'
L247
N05*41'06"E
_
16.88'
L248
. N84*18'54"W
-
10.00' .
L249
S05*41'WW
16.88'
L250
S84*18'54"E
10.00'
L251
N05*41WE
134.90'
L252
I N70*1 1'00'W
140.77 1
L253
' L,
I NB-/'47'24.w
76,46-
L254
L'
NO2*12'X'E
11M
L255
L'
.-
N$7'4*r24'W
19,63'
-
L2
1,
S02'12'36*W
11.92'56
L257
1
NO2*12'36-E
23.93'
L258
N47*12'36"E
-
4.24'
L259
--
NO2*12'36"E
-
196,17'
-
L260
S87*47'24"E
7,00'
1 61 .
NO2'12'36"E
26.14'
IL262 I
N87-47'24'W
-
7.00- ,
- LINE TABLE
I � NO.
I
--
BEARING
---
LENGTH
� L263
1
NO2*1 2'36"E
-
6.70'
L264
�
S70*1 1'0011E
113,60,
-20 .
L265
S70*11'00"E
,45'
L266
S70'1l'OO"E
36.09'
L267
S84*19'51"E
14,07'
L268
S05'41'06*W
MOO' I
L269
N84*18'64'W
25,00'
L270
N05*41'06"E
-
10.53'
L271
S19*49'00'W
-
MOO,
L272
S70*1 V0011E
---
20.45'
L273
I N19'49'00"E
10.00,
L274
NO2*12'35"E
_
9.90,
L275
S87*47'24"E
-
10,00,
L276
S02112'36W
-
-
6.00'
L277
S84*18'54"E
I
10.00'
L278
-
N05*41'06"E
-
7.00'
L279
S84*18'64"E
44.79'
L280
N2114110611E
_
3472' 1
L281
--
N68*18'54'W
5.00'
L282
N21*41'06'E
_
10.001
L283
S68'18'54"E
-
5A01
L284
N21141'0611E
-
33.51' I
L285
----
S87*47'24"E
116A6'
L286
NO2'1236"E
-
10.00'
-
L287
S87'47'24�'E
-
15M,
L288
I S02'12'36'W
-
9.99' 1
L289
N15*23'43"E
21,17'
L290
NO2*12'36"E
-
9.64'
L291
N05'41'06"E
7.00'
L292
S87*47'24'E
10.00'
L293
-
N04*52'59'*E
45.32'
L294
S79*09'39"E
i 1.89"
L295
N74'36'lrW
140.9r
'a
L296
. N89*33'09"E
517.34' 1
L297
S77*O3'43"E
300,85'
L298
'--------]
N83*18'18"E
426 76
L299
-
N13'24'30'W
7A3` 1
L300
. N76*36130"E
15,09 1
1
L301
S13*2*30"E
7.26' 1
L302
N70*41'63"E
393.70'
L303
N27*20'24'W
-
7.57'
L304
I N54'37'I9"E
480.19'
L305
S29*02'37"E
- ----,--
2.52'
L306
N87*1r26"E
96.26'
L307
S67*17'26'W
-
90,B4'
L308
. S29*02'3"r'E
2.52'
L309
S54*37'19'W
481.55' ,
L310
N27*20'24!W
7,57'
L311
S70*41'53'W
408.68'
L312
I S83'18'18'W
-
442.91'
L313
I N77-03-43-W
_
302.52 I
L314
S89'3T09V
514.00'
L315
SGO*OTlO"E
30,00'
L316
N88*43'48'W
-
mel,
L317
I N05*41'06"E
8.53' .
---"
L318
N84'18'64'W
-
16.31'
L320
N05*03'26"E
220.03'
L321
N69*54'59"E
-
1.31'
L322
. S76*17'48"E
�
198.28' .
L323
S71*06'05"E
2.87'
L324
S47*43'49"E
14,65' 1
L325
S22*29'04"E
16.21- 1
L326
. S05*41'WW
61,24-
L327
I $15-23-43-W
-
53,24-
L328
S22*66'02"E
-
48.79'
L329
-
S68*18'54"E
-
11.70'
L330
S44*33'l7'E
15,74'
L331
SO4*31*02"W
L332
S43*20'64'W
11.40'
L333
S79'49'10'W
4.22'
L334
S21'41'06'W
-
140.90'
L335
S64*18'54"E
�
-
��'��
50.65' 1
L336
S02*IT36'W
"'W
31
49,97'
L337
,
N20*57'18"E
"'E
4A2'
L338
, 1 -4-E
S64*18'54"E
5.02'
L339
�
S20*57'18"W
4.00' I
-
L340
, "E
,
S84*18'54"E
'
138.OT
L341
N88*33'05'W
23.1 V
i L342
. N05*41'08"E
80.16'
1 L343
I N08'10'0UW
226.77'
r- .L517
- ;�.
110 /- ACCESS I;; C230
EFASI=Alp��- 4
--'�- J..� L58--- -'-�
-1 -11ftft
I /C'V / -C105 C? lftftw-
I----
I / Ij /
C
-JI,
-:---L-
---,
Ah-,IfAEZA GwN_,re� A, AN
CD CtEfSr/
S67-y
C, L5119
',-- L55 7
/ ----,
I
L294 -- L5 0
&EL
�
-- h - -� I,
LINE TABLE
NO.
BEARING
LENGTH
L344
S81'06'48'*E
_
90.67'
L345
S76*40'35'W
-
54.89' 1
L346
N73-10'58'W
-----]
86.18'
L347
N77'58'13'E
20.80'
L348
S03*5646W
224.38'
L349
N86*04'15'W
20.00'
L350
. NO3*55'45"E
-
218.67' 1
L351
S08'05'04M
150.20"
L352
N81'54'56'W
20.00'
L353
N08*05'04"E
I50.20'
L354
I S55'12'55,w
60,40"
L355
S55*I255'W
79.79'
L356
S52*36'05'W
143.06'
L357
S39*27'25'W
-
59.35'
L358
S35*21'53"W
84.57'
L359
S18o10'33'W
5,07'
L360
S46*44'01"W
56.53'
L361
S61'08'27'W
96.53'
L362
S60*22'18'W
152.13'
L363
N84'56'34'W
29.11'
L364
S89'16'32'W
-
42.58'
L366
S77*59168'W
-
212,72'
L367
S70*00'32'W
-
57,26'
L368
-
N05*41'06"E
3.00,
L369
N72*36'18'W
-
235M'
L370
I N84*16'54!W
-
158.73'
L371
- -
N45*46'OrW
1 63.41-
L372
N73*11'13'W
10.37'
L373
N73*11'00'W
-
35.27'
L374
S10*13'56'W
39.22'
L375
N77*03'43'W
10.99' 1
L376
S89'33'09'W
g*
9.18,
L377
N10*13'56'E
42.71'
L378
N73*11'00'W
20.13'
L379
N73*11'00'W
105.95' .
L380
-
S39*06'29W
57.79'
L381
S83*18'IVW
,
28.12'
L382
I N38'46'59'E
69.75'
L383
S73'1 VOVE
21.62'
L384
S20*02'30"E
2.65'
L385
S21*18'41"E
40.01'
L386
S21'13'67"E
-
4.96'
L387
S00*06'28"E
-
100,00'
L388
S70'13'O7"E
320.71'
L389
S64*24'59"E
-
126.31'
L390
S89'39'27"E
-
126.31'
L391
N77*59'W'E
_
212.59'
L392
N84'26*47"E
89,17- I
L393
I N84*36'55"E
-
152.74'
L394
N64'04'20"E
-
402.88'
L395
N67*42'14"E
-
60.58'
L396
1`440*4TOCrE
196.35'
L397
I N53*55'20"E
263,01' 1
L398
S89*53'32'W
209.79'
L399
SOO*06'28"E
251.53'
L400
N89'53'32'E
305.15'
L401
NOO'06'28'W
272.51'
L402
_
N83'04'28'W
.
10017'
L403
$05*41'06'W
-
113.36'
L404
I N84*18'54*W
20.00'
L405
I N05'41'06"E
113,80' 1
L406
N89*53'32"E
5.00,
L407
S83'04'28"E
20.00'
L408
S84'18'54"E
-
130.86'
L409
S78*30'54'E
271,96'
L41 0
N 11 *23'43"E
88.74'
L411
N78*36'17"W
271.94'
L412
S12*36!51'W
-
11.25'
L415
I S12*36*51'W
217.23' 1
L416
S77*23'09"E
118.47'
L419
N50*19*11"E
-
340.99'
L420
S39*40'49"E
-
120.48'
L421
I $60*19'11'W
266,22' 1
L436
S72*55'18"E
7.64' 1
L437
S17*04'42"W
10.00'
L438
S72*WI8"E
10.00'
L439
N17*04'42'E
10.00'
L440
IS02'12'36"W
9.61, 1
L441
N87*47'24'W
10.00'
L442
NO2*12'36"E
15.00' I
I/
\ I
A L �-
30'LANDSCAP,
EASEMENT
f-1-516 i
LINE TABLE
NO.
-
LENGTH
L443
S67*47'24"E
-
9.26*
L444
N73'l 1'00'W
-
34.47' 1
L445
N73'1 VOOM
25,27'
L446
I N08-2633"E
51,41'
L447
S02*12'36'W
11.21'
L448
S87*47'24"E
23.93'
L449
S08*25'33'W
46.55'
L450
S79*02'09"E
5.28'
L451
N73*11'00'W
-
103.25'
L452
N73'11'00'W
27M'
L453
N39*06'29"E
35.51'
L454
N05*41'06"E
86.88"
L455
S58*29'21"E
-
48.22'
L456
S14'52'20'W
-
26.92'
L457
S05*41'06W
88.13'
L458
639'06'29W
32.76'
L460
SOO*22'34'E
73.33'
L461
NOO'22'34'W
-
108.49'
L462
S84*18'54"E
138.15'
L463
N05'41'06"E
2,50'
L464
S84'1 8'54"E
-
5.00,
L465
S05*41'W'W
2.50'
L466
NOO'06'28'W
-
10.13'
L467
S84*18'54"E
19.38,
L468
I S05*41'06W
-
8.00' 1
L469
800*03'06"E
107.80'
L470
N84*18'54!W
6.00,
L471
s45*46,or'E
63.17'
L472
S72*39'09'W
21.78'
L475
N35*55'56'W
53.69'
L476
NOO'03'06'W
I D6.79'
L478
S73*11'OVE
70A4'
L479
I S19*09*17'W
5818' 1
L480
N87*39'34"W
9.34'
L481
Nlg*og,ir'E
58.59,
L482
S73*1 VOWE
20.02'
L483
. SB4*07'26'E
-
331.04' 1
L484
NO3*55'46'E
119.43*
L485
N06o41'O3E
42.62'
L486
S83*15'36"E
25.00'
L487
S05*41*03'W
-
42.16'
L488
N84*18'54'W
25.00' j
L489
S03*55'46W
90.17'
L490
1
NOO*06'30'W
29.66'
L491
N89'57'04"E
34.89'
.
L492
NOO'57'04"E
-
1 15.00'
L493
S89*57'04'W
-
35.17'
L494
S19*52'10"E
6.89,
L495
S70*07'50"W
-
10.00'
L496
N12*36'51"E
-
236,58'
L497
N77*23'09"W
63.50'
L498
S12*36'51'W
19-35'
L499
S77'23'09"E
48.50'
L500
N19*5210'W
8.41'
_
1.501
S87*47'24"E
1.00' I
L502
N80*01'54'W
48,50'
L503
S09*58'06'W
-
15.00'
L504
I S80'01'WE
-
48.60'
L505
S87*47'24"E
15.00' _
L506
N86'1046W
17.52'
L607
S03*49'14"W
-
15.00'
L508
S86'10'46"E
17.52'
L609
S02*12'36'W
-
10.00' ,
L610
S00*06'28"E
III&W 1
1-51 I
S89*58'03'W
17.49*
L612
SOO*01'57"E
15.00,
1-51 3
N89*58*03"E
-
17.51'
L514
S00*06'30"E
-
29.69' ,
L515
N89'53'33"E
15.00' -
L616
S78*33'14"E
72.62'
L517
S78'33'14"E
30.00'
L518
S1l*26'46W
4.20' 1
L519
S42*27'15"E
3.68'
L520
I N83*04'28'W
34A15'
L521
-
N76*13'OVW
135.88'
L522
N87*47'24'W
15.00'
L623
$11'10'45"E
104,80'
L524 I
NO2'12'36!'E
'
1 0,00'
L525 I
S84-18!54"E
9,10'
M
L526 I
S02-12-36.W
LINE TABLE
NO.
LENGTH
L527
S8747'24"E
-
4,00'
L528
N87*4T24'W
-
4.00' ,
L529
N87*47'24'W
0.50,
L530
S80*58'02"W
-
1,99,
L531
N48'01'34"E
186.05'
L532
S41*58'26"E
7.90'
L533
I NOO'06'28'W
136.55'
L534
N37*43'38"E
16.77'
L535
N43*47'23"E
-
41.39'
L536
N28'21'M'E
59.79'
L537
N49*00'44"E
23.05'
L538
N61*36'19"E
21.81'
L539
S61*15'42'E
-
21.92'
1-540
S84104122"E
-
30M'
L541'
N71'34'41 "E
20.12'
L542
S70*29'31"E
31,90'
L543
S40*I3'37"E
28.82'
L544
S19*18'13"E
-
20.90' 1
L545
Sl 5'1 0*37"E
-
86.1 l'
L546
SOO'35'28"E
33.79'
L547
S21 *23*OT'E
-
26,52'
L548
S02*36'17'W
22.72'
L549
S28*36'36"E
23.46'
L550
S55*23'45"E
21.50'
L551
S26*40'33"E
-
32,00'
L552
S18*42'12'W
20.00'
L553
I N71*32'46W
20.00'
L554
-
S18*42'12'W
20.00'
L555
S06*1624"W
126.82'
L556
S79'31'35"W
ST89'
L557
I N05*41'06"E
20.82' 1
L558
N79*31'35"E
37.22' 1
L559
N06'15'24"E
116.15'
L560
S83'44'36"E
0.581
L562
. S84*18'54"E
10.00'
L563
S05*41'WW
10.00'
L564
N84*18'54'W
10.00'
L565
N05*41'06"E
10,00,
L586
N84*16'54'W
-
270.86'
L567
NO2*12'36"E
0,41'
L568
N64*18'54'W
-
27,0T
L569
N84'18'54'W
64.94'
L570
N64*18'54'W
148.7T
1-571
j N84'18'54'W
115.33' 1
L572
S05*41'06'W
5AT
L573
NO2*12'36"E
77.30'
L574
N73'1 1'00'W
-
94.96'
L576
I N84'18'r>4*W
-
8.87` 1
L578
NOO*59'51"E
28.27'
L580
S84*18'54"E
5.02'
L581
SOO*59'51'W
18.06,
L583
S84*18'54"E
-
118,34' 1
L586 I
S84'18'54"E
9232- 1
L588 I
-
S73-04
L591
I N89'5T32-E
13.50'
L592
1
I N00'W'28-W
192,60'
-
L593
S89*52'18"E
10-50'
L594
N00006'28"W
38,76-.
L595
-
S17*04'42'W
1316'
L596
I N89*52'I8"W
10.50'
L597
S17*04'42'W
29.81'
L598
S72*55'18"E
16,03, 1
L699
N12*36'51"E
236.58'
L600
N77*23'09'W
13.50'
L607
S05*41*06'W
204.33'
L608
S35*39'18'W
106.18'
L609
S54*20'42"E
20.00'
L610
-
N35'39'18"E
100.83'
L611
N05*41'06"E
-
199,41'
L612
N83'04'28'W
79.50'
L613
N65*23'49"E
-
184.78'
L614 I
S87*47'24"E
188,83'
L615
S02*12'WW
20.00'
L616
N87*47'24'W
184.06'
1 .
1-61 7
S65*23'49'W
160.02- 1
L618 I
N24'35'20'W
20.00' 1
L620 I
S88-31-55"E
122.94'
L622
N48*09 OZ'E
73,76'
L623
N41,*50'58*W
30.00'
-
L624
N41'50'58'W 1
44.00' 1
LINE TABLE
NO.
BEARING
LENGTH
L625
N41*50'58'W
_
30.00'
L626
N41'50'58!W
-
29.18' ,
L627
N48*09'02'E
5.00,
L628
S41'50'58"E
-
29.17'
L629
S41*50'56"E
30,00'
L630
S41*SV58'*E
44.00'
L631
I S41 *50'58!'E
30.00'
L632
N48*09'02"E
10.80'
L634
N48*09'02'E
_
9.34'
L635
S41*50'58"E
5.00,
L636
S48*09'02W
6,26'
L638
S48*09'OTW
89.34'
L639
S37*22'10"E
116.99'
L641
N37'22'1 9W
-
110.46'
L643
N88*31'55'W
122.94'
L645
N72155'18'W
16,03'
L646
S17*04'42'W
3.00'
L647
N72'55'1 &W
-
5.00, 1
L648
N17*04'42"E
8.90,
1-649
I N17-04'42"E
27.84-
L650
N17*04*42"E
-
9,22'
L651
N73*04'22'W
-
172.31' ,
L652
S48*09'02'W
10.80'
L653
I S48*09'02'W
10.80' 1
L654
S48'09'02'W
10.80'
L656
S33*59'08'W
8.91'
L657
S75*Or5O'W
111-15'
L658
N14*52'10"W
-
5.00'
L659
U75*07'50"E
111,15'
L660
N33'59'08"E
8.92,
L661
N80*07'32'E
63.24' 1
L662
I N75-07'50?'E
65.40'
L663
I S75-OT50'W
5.00'
L664
N14*52'10'W
3.00'
L665
S75'07'50'W
62.65'
L667
N19*52'10'W
68.02' 1
L668
N15*16'00'W
68.79- 1
L669
-
I N08-14-00"E
16.00' I
L670
S89'34'01'W
1.92'
L671
N00'25'59"W
5.00'
L872
N89*34'01"E
-
2.69'
L673
N08*14TO"E
53.36'
L674
N72*55'18'W
3.83'
L675
N17*O4'42"E
5.00, I
L676
$72*55'18"E
i i
8.11, i
i
L677
, S08*14'00"W
77.66'
I
L678
-
$15*16'00"E
6T65'
L679
S19*52'10"E
- 67.82' 1
Lest
W5*07'50"E
67.65'
1-682
I S14*52'19'E
-
8.00,
L683
I S75-07-50-W
65.40'
L684
S84*43'56"E
27.50'
L685
S05*24'141W
58.21" j
L686
N84*3646'W
19.79'
L687
1 S05'41'06"VV
-
254.53'
L688
N81 *06'48'W
1
87.47'
L689
S81 *27'04"E
19.43'
L690
S84*I8'57"E
109.44'
L691
N05*41'06"E
0.67'
L692
S84*18'54"E
,
15.70'
L693
S05*41'06"W
0.67'
L694
S84*17'40"E
5.60'
L695
I S80*07'37W
66.47'
L696
N80*58'02"E
81.17'
L697
S89*63'32'W
20.00' j
L698
I
S86*18'33'W
3.58'
L699
NO3'4i*2rw
5.00,
L700
N86*18'33"E
3.08'
L702
N19*52'10'W
13.57'
L704
N17*04'42'E
4.59'
L705
N72'55'18'W
3.68'
L706
N17*04*42"E
5.00,
,
L707
S72*5618"E
&67' 1
L708
S17*04'42W
9.59' 1
L71 0 .
S19'52'10"E
13.52'
L712 I
-
S80'58'02W
80.07'
L714 I
N64-18'54,W
130.86'
L71 5
N81'27'04'W
19.56'
L718
S84*35'46"E
19.77- j
I L719
N05-24-14"E
48.20' 1
LINE TABLE
NO.
BEARING
LENGTH
L720
N94*4T56W
22.53'
L721
N05'41'06"E
5.00, 1
L722
N05'41*06"E
29.86'
L723
N68*31'06W
98.07'
L724
S55*39'22'W
12.93'
L725
N70'11 *00'W
6.17'
L726
I N55'39'22"E
13.20'
L727
N19'49'00"E
4.96'
L728
S68*31'05"E
108.46'
L729
S70'1 VOTE
11.50'
L730
S87'47'24�'E
141.95'
L732
S38°14'OrW
924'
L733
N72*23'4rW
9.011
L734
N85*02'03'W
10.74'
L735
N04*57'5r'E
3.76' 1
L736
S14*52'29W
9.34'
L737
N87*47'24'W
158.54'
L738
N87'4T24'W
130.62'
L739
I S02'1236!W
30.00'
L740
S87*47'24"E
66.62'
L741
N73'11'OVW
35.1 V
L742
S02'12'36'W
131M*
L743
S02*12'36W
4.18'
L744
I S87-47-24"E
34.85' 1
L745
I S02-12'36'W
5.W
L746
N87*47'24'W
39,85'
L747
NO2*12WE
140.80'
L749
N$7*4r24'W
71.62'
L760
NO2*12'36"E
40,00'
L751
S87'47'24"E
152.20'
L752
S87*47'24!'E
8.00'
1-753
S02*12'36W
98.34' _
L754
N87'47'24"W
8.00,
L755
NO2*12'38"E
5.00,
L756
S87*47'24"E
3.00'
L757
NO2*12'36"E
88.34' ,
L758
N87'47'24"W
3.00'
L759
NO2*12'36"E
5.00,
L760
I S02-12'36-W
46.00'
L761
S02*12'36"W
98.53-
L762
-
S02'12'36*W
150.02'
L763
N87*47'24'W
30.07'
L764
NO2*12'W'E
5.00,
L765
I S87-47'24-E
25,07-
L766
NO2*I236"E
161.60'
L767
S05'41'08'W
10.09
L768
N84*18'54'W
20.00'
L769
N05*41'06"E
%00'
L770
I S84'18'54"E
1825'
L771
N14*52'10'W
10.50'
L772
N75*07'50"E
5=1
L773
S14*52'10"E
10.50,
[L7E7L774
S75*07'50'W
5,00,
, 5
5
N75*07'50"E
68.02,
-
__ I
-i :1
1ItI .,
-:I--I i
�
<2
X
L407 7 --"-4' i "�-
z
,.U
jL61.-�� L486 1 Z
___L TI
I __ LU
L278 L27- -I- - -
to ,-'j VWATE
R
',I -, L488 ;V/EASEMEN
T
_
---L2-9 I I I II I --�_Z�I _
C109 � L291 2____
4RLANE' ACCESS' ----
DRAINAGE AND UTILITYL5j-- -,
--
-- EASEMENT --
L128
- ' 1----7
1 L`127--t---� -, - -----� ------ � -----� --,L67 ------
L13 :�'� WATER EASEDEMENT -----� ----�
"
I
2 ��71 91 lc� TAIL 2 I-% I
IC�
Nlot = 30'
(O
J
CURVE TABLE
NO,
--
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C4
41 *1 2'31 "
54.00'
38.84'
S59*31'16'W
38.01'
C5
17*50'41"
30.00'
9.34'
S47'50'21'W
9.31'
C6
. 23*01*52"
87.00'
1 34.97'
S45*14'45'W
34.74'
C7
41 *24'00"
88.00'
63.59'
S54*25'49*W
62.21'
C8
85'00'00"
30.00'
44.51'
N62'22'1 O'W
40.54'
C9
36'56'52"
188.00'
121.23'
N01*23'44'W
119,14'
C10
1 90'00'00"
30.00'
1 4712'
N62*04'42"E
42.43'
Cll
1 5*36'37"
57,00'
15.53'
S80*43'37"E
15.48'
C12
43'19'03'
57.00'
43,09'
N69*48'33"E
42.07'
C13
180'00'00"
52.00'
163.36'
N41'50'58!W
104.00'
C14
31*15'S3"
.
50.00'
27.28'
.
S32*31'05'W
26.95'
C15
74*34'56"
20.00'
26.03'
S54'10'37'W
24.23'
C16
15*36'3T'
27.00'
7.36'
N80*43*37*W
7.33'
C18
78o36'24"
30.00'
41.16'
N33*37'WW
-
38.01'
C20
77*30'33"
.
54.00'
73.05'
I
N33'04'IUW
6T61'
C21
2*46'50"
49.00'
2.38'
N73*12'52W
2.38'
C22
90*00'09'
54.00'
84.82'
S60'23'43'W
76.37'
C24
44*37'08"
30.00'
23.36'
SOO*37'28"E
22.78'
C25
74'00'00!'
30.00'
38.75'
S58'41'06'W
36.11,
C27
9'31'58"
100.00,
16.64'
N47*13'14'W
16,62'
C28
39'14'29"
30.00'
20.55'
N58*56'00'W
20.15'
C30
44*37'08"
54.00'
42.05'
N00'37'28"W
-
41 .00'
C31
90*00'00"
30.00*
4712'
N47*12'36"E
42AT
C32
2'58'50"
1520.51'
79.10'
S10*41'17'W
79,09'
C33
85'15'42"
30.00'
44.64'
I
S67'14'53"E
40.64'
C35
6*33'36"
1 50.00'
17AT
S75'1 6'26"E
17.16'
C36
1 8'13'04"
203.22'
29,15'
N74*26'42'W
29A2'
C37
8*55'38"
100.00'
15.58'
S67*31*49"E
15.57'
C38
21*14'64"
137.00*
%811
S73*41'27"E
50.52
C39
90*00'00"
30.00'
47.12'
N27*55'18'W
42,43'
C40
, 86'31'30"
30.00'
45,30'
S41'03'09'E
41.12'
C41
1'29'37"
112.00'
2.92'
S70*55'48"E
2,92'
C42
90*00'00"
30.00'
47.12'
S47'12'36'W
42.43'
C43
38'19'45"
64.00'
36.12'
S03*46'10"E
35,45'
C44
I 90*00,001,
30.00'
47.12'
N39*18'54'W
42.43'
C45
90*00*00"
30.00'
47.12'
S62'04'42W
42AT
C46
90*00'00"
20.00'
1 31.42'
S42WT4!'E
28.28'
C47
25*37'14"
57.00'
25.49'
N71'03*47"'E
2518'
C48
I 38*19'45"
30.00'
20.07'
NO3'46'10'W
1 910'
C49
90*00'00"
30.00'
VAT
N60*23*43"E
42.43'
C50
2'46'59'
25.00'
1 .21'
S73*12*52"E
1.21'
C52
77*30'33"
30.00'
40.58'
S33*04*10"E
37.56'
C53
1 17'36'25"
88.00'
2T04'
S7$'59'I2'E
26.94'
C54
90'00'00'
30.00'
47.12'
S50'41'06"W
42.43'
C55
14*07'54'*
112,00'
27.62'
S77'14'57"E
27.55'
_
C56
20*00'00"
88.00'
3072'
W4*18'54"W
30.56'
C57
- 14*43'04"
112.00'
28.77'
N88*19`34"E
28.69'
C59
1 0*50'46"
54.00'
1 10.22'
N75*3239"E
1021'
C60
1 6'31 *36"
11Z00'
32.31'
N72*34'42"W
32,19' ,
C61
80*15'09"
54.00'
75.64'
S64*44'36"E
69.60'
C62
10244'18"
30,00'
53.79'
N29*41'04'W
46.87'
C63
41'24'00"
112.00'
80.93'
N64*25*49"E
-
79.18'
C65
90*00W
30.00'
47.12'
1 S424774-E
42.43'
C66
31 *07'OU'
30.00'
1629'
N24*47"02"E
16.09,
C67
17'36'25"
112.00'
34.42'
S78*59'12"E
34.28'
068
33*51'08" I
220.13'
130.06'
N83*33'32"E
126.18'
C69
104*Or54"
30.00'
54.52'
N57*45'03"E
47.32'
C70
7*12'28'*
1059.50'
133.29'
N82*55'02"E
133.20'
C71
90*00'00'
-
30.00'
47AZ
N39*18'54'W
42.43'
C72
40*08'20'
155.00'
108.59'
S68*58'02'W
106.38'
C73
20*00'00"
112.00'
39,10' 1
N74*18'54"W
38.90,
C74
1*49'0r'
989.69'
31,41'
S47*59'16W
31AV
C75
8*32'51"
88.00,
13,13'
N68*35'20'W
13.12'
C76
104*55'39"
30.00'
54.94'
S54*40'25'W
47.58'
C77
22*55,4r,
im.00,
78.04'
S58'32'38'W
77.52'
C79
41*51'39"
100.00'
73,06'
N63*23'05!W
-
71.45'
C80 1
17*38'1 1"
284.09'
8T45'
S61*11'27"W
87.10'
C81
4*0510"
1069.50'
75.56!
N57*55'14"E
75.54'
C82
12'55'37"
1059.50'
239.04' 1
N66*25'37'E
238.53'
C83
6*33'36"
134.60'
15.40'
S75*16!26"E
15,39,
C84
-
14'34'43"
161.17'
41.01*
S07*34'58"W
40.90'
C85
8'59'25"
84.50'
13.26'
S67*29'55"E
1315'
C86
14*47'4'r'
346.39'
89,45'
S07*41'30'W
89.21'
C87
25'02'28"
224.57'
98.15'
S02*3419W
97.37'
C88
2'07'01"
137.00'
5,06'
N64*07'30"W
5.06'
C89
90'00'00"
30.00'
47.12'
N39*18'54'W
42.43'
C90
20'20'48"
90.00'
31.96'
N59*18'24'W
31.79'
C91
90100100"
30.00'
47.12' 1
N50-41'06"E
42.43'
1 C92 1
20*45'23!'
1 00.95'
36.57' 1
S59*49'03"E
36.37'
I C93 I
1 1-23'36" 1
30.00'
53.09' 1
S33-37'06"E 1
-
46.43'
--T L189 C1281
0) I IN k
-A - - - I-0) k--
L191
C129
-j I
7...... 1 1
WATER EASEMENT � I
k
I
CURVE TABLE
-
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C94
29'38'24"
30.00'
15.52'
N55'01*24"E
15.35'
C95
36*56'52"
212.00'
136.71'
S01*23'44"E
134.35'
C96
. 15°20'03"
112,00'
29.97'
1 N71 *58'55"W
29-89'
C97
100'50'13"
30.00'
52.80'
S30'3256"W
4624'
Cgs
95'29'59"
30.00,
50.00,
N31 *53'57W
44,41'
C99
14*43'"'
88.00,
22.60'
S88'19'34!W
22.54'
C100
24*48'37'
71.96'
31,16'
S22'21'29'E
30.92'
-
0101
43'19'O3'
27.00'
20.41'
S69o48'33'W
19.93'
C102
103*55'30"
5M,
9.07'
N36'34'19W
7,88'
C103
3245'27'
20.00'
11.43'
I
N31 *46'1 V'E
11.28'
C104
180'00'00"
22.00'
69.12'
S41*SU58"E
44.00'
C105
31*32'42"
30.00'
16.52'
S84*49'29W
16.31'
C106
34*11'59'
30,00'
17.91'
N67*12'S5"W
17.64'
C107
33*08'56"
30.W
. 17.36'
N33'32'2TW
17.12' I
C108
-
25*50'30"
I
30.GO'
13,53,
N82*45'51"E
13A2
C109
14'04'1 2"
100.00'
24.56'
S77*16'46'E
24.49'
C110
67*20'10"
30.00'
36.26'
,S11*58'59"E
33.26'
C111
25*50'31"
30.00'
13.53'
S28*18!58'W
13.42'
_
C1 12
-
25*39'49"
30.00'
13.44'
S54*04'08'W
13.33'
Cl 13
-
38*29'40"
30.00,
20.16'
S86*08'5TW
1918'
Cl 14
31'31'02"
54.00'
29.70'
N45*19'58'W
29,33'
C115
35*15'33"
54.00'
33.23'
N11*56'41'W
32.71'
.
Cl 16
-
17*22'18"
30.00'
j 9.10'
N63-08"I8'W
9.06'
Cl 17
42o4O'OO"
30.00,
22.34'
N33°07'09W
21,83'
C118
17'28'16"
30.00'
9.15'
NO3*03'07W
9.11,
C1 19
23o44'59"
30.00'
12.44'
S06o11'23PE
12.35'
C120
1 40*24'30"
30,00'
1 2116'
S38*16`08"E
20.72'
C121
25*50'31"
30.00'
13.53'
S71 *2V38"E
13.42'
C122
25*50'31"
30.00,
13,53'
S07*14*09'E
13.42'
0123
26*55'22"'
30.00'
14.10'
S33*37'06"E
13.97'
C124
-
25*50'31"
.
30.00`
13.53'
S60*00'03"E
13.42'
C125
25*50'31"
30.00'
13.53'
S85*50'34"E
13.42'
C126
9'20'49"
112.43'
18.34'
N38*11'10rE
18.32'
C127
23*37*35!'
20.00'
8.26'
N79*39'18"E
8.19,
C128
-
3*51'56*'
57.00'
3.85'
N89*32'OrE
-
3.84'
C129
3'43'44"
57.00'
3.71'
N85*44'I7"E
I
3.71'
C130
10*06'11"
57.00'
10.05,
N57*37'05"E
1 O.04'
C131
4'24*5T'
57.00'
4.39'
N50*21'30"E
4.39'
_
C132
. 8*22'33'
65.50,
. 9.58,
N75'03'41"W
9.57'
C133
I 1 *49'48"
65.50'
1 13.52'
N85-09'52-W
13.50'
C134
13*58'58"
295.00'
71.99'
N62'45'06"E
71 ,811'
C135
2048'09"
304.67'
110.62'
N62*1T36"E
110.01,
C136
-
26*23'47"
I
88.00'
40,54'
N46*65'4T'E
-
40.18'
I
C137
25*50'31"
30.00`
13.53'
. N88*03'05"E
1
13.42'
C138
23*57'27"
30.00'
12.54'
S67'02'WE
12AT
C139
35*12'O2'
30.00'
18AT
S37*28'11"E
18.14'
C140
- 46*15'04"
197.67'
159.57'
N01*2T44'W
15527' .
C141
I 25-50-31-
30,00-
13.53'
S29'59`57-W
13.42'
C142
22'35'48'
30.00'
11.83'
S54*13'07"W
11,76,
C143
41*33'41"
30.00'
21.76'
S86'17'51"W
21.29'
C144
8*42'00"
226.28'
26.46'
S13*32'30W
26.45'
C145
7'01'34"
222.00'
1 27.22
S13'24'44-W
27.21'
C146
-
1 0-0519"
212.00'
1 0.3T
S1-7'02'02W
0.33'
C147
18*20'43"
30.00'
9.61,
S79*17'38!W
9.56,
C148
55*28'55"
30.00'
29,05'
S56*34'26"E
27.93'
C149
8'40'34"
30,00,
4.54'
S24*29'42"E
4.54'
C150
25*50'31"
30.00'
13,53*
S07*14'09"E
13.42'
C151
25'50'31"
30,00'
1153'
1 S18*36'22"W
13.42'
C152
8*51'19'
30.00'
4.64'
S35'57'17W
4.63'
C153
29'48'04"
30.00'
15.60,
S5511659"W
15.43'
C154 1
25*30'05"
30.00'
13.35'
S82*56'04'W
13.24'
C155
31*12'18"
30.00*
16.34'
N21*17*15"E
16.14'
C156
47*46'35"
30.00'
25.02'
N60*46*42*E
24.30'
C157
58*18'02"
30,00'
30.53'
N32*49'58"W
2923'
C158
-
25*50'31"
MOO'
13.53'
S83'06'15"E
13.42'
C169 1
33*20'37"
3016'
17.61'
S71'03'09"E
17.36'
C160
8'31*46"
112,00'
16.67'
S74*26'53"E
,
16.66' 1
C161
5*36*08"
112.00'
10.95,
S81'W50"E
10.95,
C162
-
31*07'51"
20.00'
10.87'
N70*54'19"E
10,73'
--
20.00'
2.00'
N89*20'25"E
2.W
C164 1
10*43'58"
54.00'
10,12,
N66*27'28'W
10,10,
C165
9*22'03'
30.00'
4.90'
N01'00'05'E
4.90'
C166
1 °28'32"
30.00'
0.77'
N16'20'26?'E
0.7r
1 C167
--
9-33-08"
1280.00'
213.40'
S57*28'50'W
213.15'
C168
- .
101*30'41"
40,06*
70.97'
S74*00'17"E
62.05'
i
C169
70*49'1 5"
32.10'
39.68*
S89*21'00"E
37.20' 1
C170
38'33'38"
64.26'
43.25'
S70'55*15"E
42.44'
C171
6*09'49'
20.92'
2.25'
S68*56'541W
2.25'
C172
69*49'13"
43.32'
52.78'
S37*07'1 1"W
49.58'
H
16*2818"
126.37'
40.74'
S12'09`20"W
_ tT777
01w
194/
/
/
X
CURVE TABLE
-
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C174
35*01'08"
103.06'
62.99'
S03*52'56W
62,01'
C175
37*54'59"
5T97'
38,36'
S05*19'51'W
37.67' I
52.28'
6A5'
S20*45'15'W
6.45'
C177
80'23'04"
50.00,
70.15'
N48'21'32'W
64.54'
C178
95'09'25"
30.00'
49,82'
N55*44'43'W
44.29' _
C179
I 1 *32'l 1 "
1059.50'
213.33'
N84*18'04"E
212.97'
-
C180
29*56'34"
100.00'
52.26'
S61*42'18'W
61.67'
C181
4*36'59'
30.00'
j 2.42
N19'22'36"E
2.42"
C182
-
36'58'31"
56.69'
1 36.52'
N31-29-15"E
35.89'
C183
16*00'03"
65.50'
18.29'
S65*09'13"E
18.23'
C184
-
17'33'49"
0
65.50'
20.08'
-,---
S81*56'09'E
-
20.00,
C186
46*16'45"
65.00'
52.50'
N22'37'44'W
51.09,
C187
35'57'4T'
139.69'
87.68'
S58*54'39'W
86.24'
C188
15*45'06'
.
214.45'
58.95,
S69*01100*W
5817'
C189
25*49'27'
434.63'
195.89'
S76'21'48'W
194.24'
C190
13*47'39'
453.01'
109.06'
S83*51'42'W
108.80,
C191
48*09'49"
239.80'
201.58'
N75*55'06'W
195,70'
C192
20'48'33"
365.54*
-
132,76'
N62*12'01'W
132.03'
C-193
1 26o5011'
80.00'
37,47'
N59-11-12'W
37.13' 1
C194
0'41'55"
1380.W
16.83'
S20'42'47"E
16,83,
C195
0'10'12'
1380.00'
4.10'
S21'08'51"E
4.10*
C196
2*45'35"
-
1600.00'
77,07'
S11*14'04'W
7T06'
C197
. 91*22'10"
30,00'
47.84'
N54*54'36"E
42,93'
C198
112*25'59"
74.25'
14510'
N67'35'57'W
123AZ
C200
120*40'56"
110.71'
233.20'
N73*02'13"E
192.42'
C201
55*57'00"
216.34'
-
211.26'
S16*14'23"E
202.96'
C202
1 *23'09"
1059.50'
25,63'
S76'56'29'W
25.63'
C203
4226'5T'
78.26'
57.98'
N78*18`15"E
56.6T
C204
11'00'13"
30.00'
5.76'
S30*07'08"E
5.75'
C205
17'01'33"
65.50,
19.46'
S48'38'25"E
19.39'
C206
48*24'22'
119.26'
100.76'
S11*08'33"E
97.79'
C207
46*19'41"
55.001
44.47'
S22'36'16"E
43.27'
C209
113*04*33"
8425'
166.27'
S67*13'28"E
140.57'
C211
41 *23'5T'
88.26'
63.77'
S77*43'4TW
62.40- 1
C212
1*15'59"
660.00'
14.59'
S51*19'45'W
14.59' I
I
C213
0*52'05"
660.00'
10.00,
S50*15'43'W
_
10.00, 1
C214
3*39'41"
1301.68,
83.18'
,
$37'15'36"E
83.17- I
C215
35*38'44"
54.00'
33.60'
S42*26'24"E
33.06'
C216
5*43'40"
295.00-
29.49'
S81*27'04"E
29.48'
C217
2*57'37"
296.00-
15.24'
S85*47'43"E
15.24'
C218
1'47'52"
1059.50'
33.25'
N53*36'59"E
33.24'
C219
23-38'1T'
1 20.00'
8.25'
S80'2377"w
e.ig,
C220
2*24'05"
1321.68'
55.40'
N36'37'46'W
56.39' _
C221
12*43'19"
1536,50'
341.16'
N06*15'12"E
340.46"
C222
2'22'08"
1651.60'
64.15'
S11*25'47'1N
64.14'
C223
5'35'38'
1551.50'
161.46'
S06*53'40'W
151.42'
C224
3o39*04"
1551.50'
98.87'
SO1*43'05'W
98.85,
C225
39'14'29"
30.00'
20.55'
-
S58*56'00"E
--
20.15'
C226
48*18'41"
139.26'
117.43'
N11*11'4TW
11198'
C227
89*59'52'
20.00'
31.42'
N56*26'46"E
2818'
C228
55'45'40"
196.34'
191,08'
N16'12'30"W
183.63'
C229
120'27'10'
90.71'
190.71'
S72*53'35'W
157.48'
C230
63'26'59"
20.00'
22.14'
S20*16'14"E
21.03'
C231
1 9'31'59-
100-00-
18-64'
S47-13'14"E
i6.62'
C232
40*00'22'
76.59'
53,48'
S32*57'30'W
52.4
C233
14*35'04"
74.49'
18.96'
S13'37'00'E
18.91,
C234
34'04'32"
76.85'
45,70'
S11*16'12*W
45,03'
C235 -
38'12*44"
86.05'
57.39'
S09*48'08'W
56.33'
C236
3 1 *02'35"
65.50'
36.49'
S34*22'02"W
35.06'
C238
180*00'00"
20.00'
1 62.83'
NO2*12'36"E
40.00*
C239
3*32'53"
10%60'
65,61'
N88*17'43"E
65.60'
C240
180*00'00"
20,00'
62.83'
S02'12'36"W
40.00'
C241
19*45'5r'
194.42'
67.07'
SOO*34'45"W
66.74' 1
C242
0'44'37'
1310.00'
16.97'
S52*20'00'W
I&V
C243
3'56'10"
630.00'
43.28'
S49*59'39"W
43.2T
C245
0'56'28"
4105-00'
67.43'
N70*59'03"W
67.43'
C246
0*16'45"
4105.00'
20.00'
N71*35'40"W
20,00'
C247
0*45'32"
41 05M'
54.37'
N72'06'48'W
-
54.37'
C248
9*31'2r'
135.23'
22.48' 1
S05-42-00-W
22,45'
-
C249
38'18*58"
30.00'
20.06'
N60*23'43?'E
19.69'
C250
3'21'29'
1059.59
62.10'
N74*34'10"E
6209'
C251
1 *40'44"
1059.59
31.05'
N78*28'26"E
_
31M'
C252
1 *07'00"
969.69'
18.90,
N48*20'22"E
%901
C253
-
24*22'23"
135.00'
57,43'
N61 *05'03"E
57,00'
C254 1
2-24'11'
1059.50"
4444'
N54-40'33'E
44.43'
C255
045'24"
1059,50'
13.99'
N53*05'46'E
13.99'
C256
9*39'32"
155.23'
26.17'
N05*37'5r'E
26A4'
C257
19*45'57"
174AZ
60.17'
N00*34*46'E
$9.87'
1 C258
Oo02'49"
1516.00'
1 24'
N00*05*0TW
1.24'
1 C259 i
12*1 1'4Z'
1526.50'
324.91*
N06-02'1T'E 1
32429'
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C260
0*28*43"
1526.50'
12.75'
N12'22'30"E
12.75'
C261
38'08'54!'
106.05'
70,61'
N09*46'13"E
69,32'
C262
21*57'31"
30M'
11,50,
S43*28'24"E
11.43'
C263
33*63'06"
56.85'
33.62'
N11*16TWE
33.13'
C264
29*15'05"
54,49'
27.82'
N21 *03'08*W
27.52'
C265
25*43'36"
91.96'
41.29'
N22*48'52'W
40.95'
C266
1'21'51"
244,57'
5.82'
N09*16'09'W
5.82'
C267
4'52'51"
1540,00'
131.19'
N06*46'00"E
131AV
C268
27*58'28"
30.00'
14.65'
N23'12'45"E
14.50'
C271
14*47'47"
326.39'
84.29'
S07*41'30'W
84,05'
C272
1*22'15"
-
244.57'
5.85,
S14*24'16'W
5.85,
C274
1 3-31-15-
1540.00'
94.63'
S02-33'58-W
94-62'
C275
-
90*00'00"
ISM,
23.56'
S60*23'43'W
21.21'
C277
14*34'43P
181.17'
46.10'
S07*34'58"W
46.97'
C280
101'20'03"
25,00'
44.22'
S28*58'56'E
38.67'
C281
1 5*20'03"
117.00'
31.31'
S71*58'55"E
31,22'
C283
3*00'14"
8100'
4.35'
S65*4901"E
4.35'
_
C287
13*32'38"
83.00'
1 19.62'
S77'32'35"E
M 1
C289
1'11'33"
112.00'
2,33'
N80*14'43'W
2.33'
C290
33'33'26"
-
30.00,
17.57'
N78*54'23"E
17.32'
C291
38*10'46'
30.00'
19.99"
N13'2416*W
19.62'
C292
17'2218"
30.00'
9,10,
N63'08'18'W
9.06'
C293
25'50'31"
30.00'
13,53'
N87*31*33'W
13.42'
C294
26*50'31"
30.00'
13.53'
S28*18'58'W
13AZ
C295
5*52'5T'
54,00'
5.54'
N16*39'30'W
5.54'
C296
19*24'08"
54.00'
18.29'
N04*00'58'W
18.20'
1
C297
52*21'27"
30.00'
27.41'
N32*17'40'W
26.47'
C298
46*17'05"
25.00'
20.20'
S32*48'54"E
19.65'
C299
25*50'31"
-
30M'
13.53'
S71*2V38"E
13.42'
C300
1 10-0.5-05!'
30.00'
5.28'
S12'51'03"E
5.27'
C301
66*25'19"
30.00'
1 34,78'
N51*06'15"W
32.86'
C302
15*36'37"
57,W
15.63'
S80*43'37"E
15.48'
C303
43*19'03"
67='
43.09'
N69*48'33"E
42.07'
C304
1 64'56'59,
SZOO'
$8.95,
N15°40'32"E
55.84'
C305
1 61-42-23-
STOO'
61.39'
S17-17-51-W
58.46'
C306
7*03'11"
65.50'
8.06'
N75*43'22"W
8,06'
C307
38*53'47"
62.00'
42.09'
S72*01'11"W
41.29'
C308
'
1 F38'37"
62.00'
16.89,
N80*4T3TW
16.84'
C309
17'31'06"
30.00'
9,17'
S03*04'27'*E
9.14'
C310
5*12'30"
65,50,
5.95'
S42*43'54"E
5.95'
C312
46*08'24"
45.00*
36.24'
S57*03'20'W
35.27'
C314
41*23'40"
117.00'
84,53'
S54'25'59"W
$2.70'
C315
41*24'00"
112.00'
80.93'
N54*25'49"E
79,18'
C316
I I 1 *49'03"
65.50'
13.51'
$51*14'40"E
13.49'
C318
1 39-48-04-
30.00'
1 20.84-
S22'06'38'W
20A2' 1
C319
29*55'35"
30.00'
15.67'
N69*21'06'W
15.49'
C320
46'08'24"
50.00'
40.26'
N57*03'20"E
39,19'
C322
85*00'00"
30.00'
44.51'
N62*22'1O'W
40.54'
C323
85*00'00"
25.00'
37.09'
S62*22'10"E
1
33.78'
C324
87*08'10"
25.00'
38.02'
S37*52'69"E
34.46'
C325
2*51'33"
290.00'
14.47'
S85*44'40"E
14.47'
C326
80*53'55"
25.00'
35.30'
N36*50'02"E
32.44'
C327
4*43'07"
25.00' .
2.06'
N17'30'37'W
2M'
C328
36*56'52"
217.00'
139.94'
N01*23'44'W
137.52'
C329
36*56'52"
212.00'
136.71'
S01*23'44"E
134.35'
C330
100'50'13"
30,00'
52,80'
S30*32'56'W
4624'
C331
2*57'37'
295.00'
15.24'
N85o47'4TW
15.24'
C332
87*08'10"
30.00'
45.62'
N37'52'59'W
41.35'
C333
12'32'32'
30M'
6.57'
S61*45'44'W
6.55'
C340
41'47'00"
30.00'
21.88'
N$8*55'30'E
21.40'
C341
17*49'19"
88.00,
1 27.37'
S78*52'45"E
27,26'
C342
1 *33*39'
$3.00'
2.26'
N87*00'35'W
2.26'
C343
90*00'09'
20.00'
31AT
S42*4r24"E
28.28'
C344
90*00'00"
I 5.00*
23,56'
N42*47'24"W
2121'
C345
33'33*26"
30.00'
17.57'
N75*25*53"E
17.32' 1
C346
33*33'26'*
WOO'
17.57'
N14'34'07"W
17.32'
C347 I
1-55-10-
52.10- j
.
.
C348
18'31'06"
30.00'
9,70'
N30'56'39"E
9.65,
C349
33*33'26"
30.00'
17.57'
S75*25'53"W
17.32'
C351
I 1 *37'00"
30,00'
6.08' 1
S I 7*3W30"E _ _ _I
_ 6,07'
FINAL PLAT
WINDSONG RANCH MULTIFAMILY
ADDITION
BLOCK A, LOT 1
&J-1 I CONVEY A-,NCE PI.AkT
WINDSONG RANCH MULTIFAMILY
BLOCK A, LOT 2
Q ALING SURVEY,
29.3144 acres being a part of the J.L. %al -I
Abstract No. 167DE'Town of Prosper, Denton County, Texas
November, 2016
Case Number D15-0017
Copyright 0 2016
t0mley-Horn and Associates, Inc.
All rights reserved
F11-RE LANE EASEMENT LANDSCAPE EASEMENT STREET EASEMENT 0 (Urttifitratr nab ioebiruttilaa
The undersigned covenants and agrees that they shall construct upon the fire land easements, as dedicated and The undersigned covenants and agrees that the landscape easement and restrictions herein set forth shall run The area or areas shown on the plat as "Street Easement" are hereby given and granted to the Town of
shown hereon, a hard surface paved,in accordance with Town standards mid that they shall maintain the same with the land and be binding on the owner(s) of the property in the subdivision, their successors and assigns, Prosper (Called "Town") its successors and assigns, as an easement to constru reconstruct, operate, repair,
ct, BEING all that certain lot, tract or parcel of land situated in the J, L. Saling Survey, Abstract Number 1675 and the H, P. Saling Survey,
in a state of good repair at all times and keep the same free and clear of any structures, fences, tree$, shrubs or and allparties claiming by, through and under them. In the event a replat is requested on all or part of this re -build, replace, relocate, alter, remove and perpetually maintain street and highway facilities, together with Abstract Number 1628, Town of Prosper, Denton County, Texas, and being that certain tract of land described by deed to Casey WR
other improvements or obstruction, including but not limited to the parking, loading, or unloading of motor property, the Town may, require any similar or additional restrictions at its sole discretion. The sole all appurtenances and incidental improvements, upon and across certain real property owned by Grantor. Investment, LLC, recorded under Document Number 2016-117303 of the Real Property Records of Denton County, Texas, and being more
vehicles, trailers, boats, or other impediments to the access of fire apparatus. The mainte an e of pavement responsibility for ma enance and replacement of landscape materials thereof shall be home by any Appurtenances and incidental improvements include, but are not limited to, curbs, gutters, inlets, aprons,
n c int particularly described as follows:
in accordance to Town standards of the fire lane casements is the responsibility of th I e owner, and, the owner 'homeowners' association hereafter established for the owners of lots in this subdivision and/or the owners of traffic signs with or without attached flashin 'lights, guard rails, sidewalks, buried conduits, buried City
9
s the individual lots within this subdivision. Such maintenance and replacement shall be in conformance with utilities, and underground franchise utilities. Stre Easements shall remain accessible at all times and shall
shall post and maintain signage in accordance to Town standards in conspicuous place along the fire lanes, et BEGINNING at a V2 inch iron rod with a yellow cap stamped "ARTHUR SURrEYING COMPANY" (ASQ set for the northwest comer of said
stating "Fire Lane, No Parking". The police or his duly authorized representative is hereby authorized to the requirements, standards, and'specifications of the Town of Pros er, as presently in effect or as may be be maintained by the Owners of the lot or lots tha I t are traversed by, or adjacent to e S e Casey WR Investment, LLC tract, the southwest corner of Lot 3, Block X, Windsong Ranch Phase I A, an addition to the Town of Prosper,
p th tr et Easement, After Denton County, Texas, according to the plat thereof recorded under Document Number 2014-248 of the Plat Records of Denton County, Texas,
cause such fire lanes and' utility easements to be maintained free and unobstructed at all times for fire hereafter amended. This provision may be enforced by specific performance of by any other remedy allowed doing any work in connection with the construction, operation or repair of the street and highway facilities, and being in the East right-of-way line of Gee Road (120 foot right-of-way);
department and emergency use. by law. This Landscape Easement shall be void of utilities and other elements unless otherwise approved on the Town shall restore the surface of the Street Easement as close to the condition in which it was found
the plat. before such work was undertaken as is reasonably practicable, except for trees, shrubs and structures within THENCE South 77 degrees 23 minutes 09 seconds East, with the south line of said Windsong Ranch Phase I A, a distance of 118.47 feet to a
the Street Easement that were removed as a result of such work,
ACCESS EASEMENT V2 inch iron rod found for comer, said point being at the beginning of a non -tangent curve to the left having a radius of 190.00 feet, a delta angle
of 36 degrees 25 minutes 46 seconds, whose chord bears South 82 degrees 06 minutes 52 seconds East, a distance of 118.78 feet,
The undersigned covenants and agrees that the access casement(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 THENCE in an easterly direction with the south line of said Phase I A and with said curve an arc length of 120.80 feet to a V2 inch iron rod
C� . found for earlier, being at the beginning of a reverse curve to the right having a radius of 600.00 feet, a delta angle of 22 degrees 33 minutes 41
and pedestrian use and. access, and for the Fire Department, Police and emergency use in, along, upon and seconds, whose chord bears South 89 degrees 02 minutes 53 seconds East, a distance of 234.74 feet;
across said premises, �w'ith the rightand privilege at all firites of the Town of Prosper,� its agents employees,
workmen and represent ives having ingress, egress, and regress in, along, upon and across said premises.
at
THENCE continuing with the south line of said Phase I A and with said curve an are length of 236.26 feet to a V2 inch iron rod found for
corner, being at the beginning of a compound curve to the right having a radius of 4105.00 feet, a delta angle of 00 degrees 16 minutes 50
seconds, whose chord bears South 77 degrees 22 minutes 18 seconds East, a distance of 20. 10 feet;
Lot 3, Block X THENCE continuing with the south line of said Phase I A and with said curve an are length of 20.10 feet to a 1/2 inch iron rod with a yellow
cap stamped "ASC" set for the northernmost northwest comer of Lot 1, Block A of Windsong Ranch Multifamily Addition, an addition to the
Windsong Ranch Phase IA Town of Prosper, Denton County, Texas, according to the Plat thereof recorded in Document Number 2016-2240 of the Plat Records of Denton
Doc. No. 2014-248 County, Texas;
Lot 35
P.R.D.C.T. Lot 38 THENCE South IS degrees 23 minutes 43 seconds West, departing the south line of said Phase I A and with the northernmost west line of said
POINT OF Lot 37 T �nt 16 _R1 ne A T 12A Lot 1, a distance of 137.62 feet to a V2 inch iron rod with a yellow cap stamped "ASC " set for comer;
VICINITY MAP 1" 1000 BE"01 ING THENCE South 05 degrees 41 minutes 06 seconds West, continuing with a westerly line of said Lot 1, a distance of 48.21 feet to a Y2 inch iron
indsong Ranch Phase 1A Lot 33 rodwith a yellow cap stamped "ASC" set for corner;
Doc. No. 2014-248
47 Lot 32' THENCE North 84 degrees 18 minutes 54 seconds West, with a northerly line of said Lot 1, a distance of 163.21 feet to a V2 inch iron rod with
'AAC�' P.R.D.C.T. a yellow cap stamped "ASC "set for comer;
W, 0 - 4
Doc Ato Oter __J S77 43. It
0 201's THENCE South 06 degrees 55 minutes 32 seconds West, with a westerly line of said Lot 1, a distance of 84.90 feet to a Y2. inch iron rod with a
D 09 Lot 31 yellow cap stamped "ASC "set for comer,
A =36 02546 it =600.00' L=236.26' THENCE North 83 degrees 04 minutes 28 seconds West, with a northerly line of said Lot 1, a distance of 197.45 feet to a 1/2 inch iron rod with
a yellow cap stamped "ASC" set for corner;
A
R=190.00' L=120.80' S8900253"E 234#74' A=00'16'50"
THENCE North 76 degrees 13 minutes 08 seconds West, continuing with a northerly line of said Lot 1, a distance of 135.88 feet to a V2 inch
S82 006'52'E =4105.00' L=20.10'
reI 0/ iron rod with a yellow cap stamped "ASC" set for the westernmost northwest corner of said Lot 1, and being in the East right-of-way line of
8
118.7
NINING
IR
S
(opip 1/2-1.1t F S77022'18'E 20.10' said Gee Road, said point also being at the beginning of a non -tangent curve to the left having a radius of 1540.00 feet, a delta angle of 00
n/ P� Saling Survey, Abst. No� III ... degrees 27 minutes 50 seconds, whose chord bears North 12 degrees 22 minutes 56 seconds East, a distance of 12.47 feet;
,k L. Soling Surmy, AOst. No, 16,75
pproximote locotion, of SaIrvay line 9P 60, W.E. 15' Land C5 CCA) THENCE in a northerly direction with the East right-of-way line of said Gee Road and with said curve an are length of 12.47 feet to a V2 inch
scope Easement V_�,
112-IRF. iron rod with a yellow cap stamped "ASC " set for corner;
1 24,
150 Feet Or 6 _1V &14, C4 F.L. THENCE North 12 degrees 36 minutes 5 1 seconds East continuing with the East right-of-way line of said Gee Road, a distance of 236.5 & feet
0 50 '56. 24 25,
3.74' C2
50 100 A1;'7t?j,1o. 7U.E.
00 toncisc to the POINT OF BEGINNING, and containing 2.578 acres or 112,303 square feet of land, more or less, and being subject to any and all
/Va. ope 4-0se
SCALE 11 tf 30 W.E. P.R. 2016-.2,m en t easements that may affect. (Now being known as Lot 2, Block A, Windsong Ranch Multifamily Addition, recorded in Document Number
00 ca D, C. 7. 40 2616-2240, Plat Records, Denton County, Texas.)
4.74- W.
C9
Le NOW, t4rrrfort, know alt writ by t4ror prtontis-
L5
CASEY WR INVESTMENTS, LLC, acting herein by and through its duty authorized officers, does hereby certify and adopt this plat
designating the herein above described property as Windsong Ranch Multifamily Addition, Block- A, Lot 2. and does hereby dedicate to tile
public use forever, the streets and alleys shown thereon,
Street
Easement CASEY WR INVESTMENTS, LLC, does herein certify the following:
14 rZ
1. The streets and alleys are dedicated for street and alley purposes.
41
N 25' Landscape and
Pedestrian Easement S";W03'W
L� v 6
24.00" 2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances.
C2
Q <6 AP,
IV 3. The easements and public use areas, as shown, are dedicated to the public use forever for the purposes indicated on this plat.
0 f-
Lot 2 Block A II C V IV IV 0
0 01 0 _N 4. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements
0 - 4� I, CV
0 VC 44
151XIO, k.,: as shown, except that landscape improvements may be placed in landscape easements if approved by the Town of Prosper.
2.578 Acres
W.E.
po
,J III, CV,:,
C) 5. The Town of Prosper is not responsible for replacing any improvements in. under, or over any easements caused by maintenance or
_J
Z��. to 0* dq� repair.
6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same
.0,
7 4, unless the easement limits the use to particular utilities, said use by the public utilities being subordinate to the public's and Town of
I I I� R C,4 *
410 *A.S.C� Prospees use thereof.
15* 'Noter Easement .43
Doc, No. 2015-28918 7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of any buildings, fences, trees,
0,P.R.D.C.T. shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency
of their respective systems in the easements.
J=00()27#50#t 8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from their respective moments
=1540.00' L=1214;" 1/2"I.R.S. for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts
15* LQndI Easement of their respective systems without the necessity at any time procuring permission from anyone.
IV12 022156 IrE 12 47'
018.*
C. 9. All modifications to this document shall be by means of plat and approved by the Town of Prosper,
54tI Q5
163.21t
I 'O.S. Zg Q� *A.&V
1/2"1 This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas.
2Q
O.g4' W E
Ar Co WITNESS MY HAND AND SEAL OF OFFICE, this
49 day of
F.L,,4� 15' Landscape Ea ement CASEY WR INVESTMENTS, LLC,
011� Doc- NO. 201 s
6-2240 a Texas limited liability company
4: V
TRACI MACKINTOSH
N ot ry 4, 9
otary ID # 129240971
My Cointrussion Expires
20
December 20, 2020
Lot 1, Block A My Commission Expires
S422715T Michael T. Casey, Member
0
3.55,
CV 'A SC.,' Landscape Easement --- Windsong Ranch Multifamily
0
C.6 Voriable Mate of &XIIS
Dro, Idth F" 10 §
inage ire Lo,,, CERTIFICATE OF ACCEPTANCE
UtIlit 0 Addition 39rutailt
1,5' W t Dec. Ald, 84
0 cvI 0 20 08orrient 0412811W
DOC. IVO. er Eoserj 16 13EFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared Michael T. Casey, known to
ent P� D. C, -2_�4 0 19745,t -A-s-c-' 20' Sanitary Sewer Doc. No. 2016-2240
28918 112*1.1?.S� of 3u
O-P RD 15' Landscape Easement Approved this I day 20_U by me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same as for the
F :.-: - . Doc. No. 2016-2240 P.R.D.C.T. the Planning & 2�ning Commission of the Town of _Prosp-er, Texas purpose and consideration therein expressed, and in the capacity therein stated.
Easern en t
strument
By SePorate in, P.R.D.C.T.
�DOC- �No. 9ni& i-mirm I TXfn-PP M 14 AXT11 A T�ln 41 A f nV nVTZTf1r 4, A e in
......... -Z240 JI31 est,em, IJ�%, ay 0
LEGEND P-R,D.C.7-.
Doc. No. 2015-16013
�)f- PRO,
To S=e
MON. - MONUMENT R.P.R.D.C.T.
I.R.S. - IRON ROD SET Curve Table Line Table oo No' Public in or the State of exas
I.R�F. - IRON ROD FOUND
Mutt lif &XIts
Curve # Radius Length Delta Chord Line # Direction Length Erig e pernment CASEY WR INVESTMENTS, LLC,
FND. - FOUND JIM A
SH
To
aedlia any
§ a Texas ited liability co y
ROW - RIGHT-OF-WAY (gowd
IV , yt"4�� TRACI MACKINTOSH
C1 30,00' 2(L71' 39032'51" S5703644"E 20.30' Ll N57036'50"E 30.63' 9
CM - CONTROL MONUMENT 00 Nota(y ID # 129240971
That 1, Mark N. Peeples, do hereby certify that I prepared this plat and the field notes made a part thereof from Developmin- S�n_,Tc�s _Depa�_incm 0. By: x ir
0. % iW My Commission Expires
POB - POINT OF BEGINNING an actual and accurate survey of the land and that the comer monuments shown thereon were properly placed 00, 14, 20 0
C2, 30.00� 18.07' 34031'01" N85"21'20"E 17.80' L2 S77023'10"E 16.58' 40 to % %Beni asey, Mem er
64. rn*., December 20, 2020
A. & C. -ARTHUR SURVEYING COMPANY under my personal supervision, in accordance with the Subdivision Regulations of the Town of Prosper, Texas. Of OF 1�
"�f TEXX
W.E. - WATER EASEMENT C3 54.00' 31.76' 33"4141" S840S6'40"W 3130' L3 S32023'10"F, 10.17' Matt of mmis
A. E. -ACCESS EASEMENT OF
B.L. - BUILDING LINE C4 205.50' 79.34' 22007'14" S89016'07"E 78.85' L4 S01021'50"W 9.00, ST
S.U.E� - STREET & UTILITY EASEMENT CO.* BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared Benita M. Casey, known to
P.A.E� - PEDESTRIAN ACCESS EASEMENT CS 584.50' 164.35' 16006'37" S8704335"W 163.81' L5 N88038'10"W 40.14' me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same as for the
Mark N. Peeples, R wf�,K** 1UPEEPCE9 In C_
............ I ..............
V.A�M. - VISIBILITY AND MAINTENANCE EASEMENT Number 6443 purpose and consideration therein expressed, and in the capacity therein stated.
6443
C6 30.00' 50.45' 96020'40" S460-14'23"W 44.71' L6 N77023'10"W 10.21'
GIVEN
F.L.A.U.E. - FIRE LANE, ACCESS, UTILITY EASEMENT UNDER MY HAND AND SEAL OF OFFIC
E on the day of 201
D.R.D.C.T. - DEED RECORDS, DENTON COUNTY, ....... , ? -
C7 30.00' 49,02' 93037'12" N48"14'34"W 43.75' L7 S77023'10"E 8.52' sum
TEXAS 001 Mutt of 19exits §
R.P.R.D.C.T. - REAL PROPERTY RECORDS, C8 560.50' 51.61' 59634" S82`18'33"W 51.60' L8 S12036'50"W 10. (90tattv of london § I 0,,e i�,_ -7- 4 J
DENTON COUNTY, TEXAS - BEFORE ME, the undersigned, a Notary Public in andforthe Stateof Texas, on this day personally appeared N tary Public in for the State of Texas FOR DENTON COUNTY USE ONLY
C9 229.50' Mark N. Peeples, known to me to be the person whose name is subscribed to the foregoing instrument and
NOTES: 88.60W7' 2200714" S89016'07"E 88.06' L9 N77023'10"W 6.71'
acknowledged to me that he executed the same as for the purpose and consideration therein expressed, and in Town Case No: D16-0049 Filed for Record
1. Bearings shown are based on the south line of Winds0fig Ranch Phase I A, recorded under CIO 30.00� 4&69- 89-1040" S57-12'10"W 42.i2l LIO S12036'50"W 10.14' the capacity therein stated. A it) the official Records of:
Doc. No. 2014-248, Plat Records, Denton County, Texas. FINAL PLAT U-1 Dentoo County M
C11 30.00' 33,6V 64014'57" S19030'38"E 31,91' L11 N77023'10"W 0.00' GIVEN UNDER MY HAND AND SEAL OF OFFICE on the III day of -0-c" 20n. W Oil: 7127/2017 8:54:2-1 AM Z
D
2. All iron rods found are Y2 inch unless othemvise noted. All iron rods set are Y2 inch with a C12' 100,00' l&02' 9010'51" N47002'41"W 16.01' L12 N12036'50I 9.70d' DIA L. LEE 0 Windsong Ranch Multitamny Additioll 10 file PLAT Records
yellow cap stamped "Arthur Surveying Company". Notary Public WINDSONG RANCH MuLTIF) Z
State of Texas Block A, Lot 2 Z Doc Number* 2017-326 C-)
metes and bounds is a violation of town ordinance and Ci3 30,00' 4&75' 89016'46" N57015'14"E 42.16' y Comm, Expires 06-16-2019 Number of Payes: 1 0
3. Selling a portion of this addition by om Amoom: 50.00
0
ines and withholding of utilities and building permits. 2.578 Acres out of the 0
State law and is subject to f C14 30.00' 20-58' 39"'1842" S5893'03"E 20.18' Order#: Z
rthur Survey' 111C. BY: GR
4. No portion of subject property appears to fie within a Special Flood Hazard Area according to C15 30.00' 47-12' 90000'00" N32023'10"W 42.43' Notary Public in and for the State of Texas IN W J. L. Saling Survey, Abst. No. 1675 0
ENGINEER F!rofessional Land Surveyors
the Federal Emergency Management Agency Flood Insurance Rate Map, Community Panel OWNER H. P. Saling Survey, Abst. No. 1628 Z
No. 480774 0410 G, present effective date of map April 18, 2011. herein property is situated C16 30.00' 20.71' 39032'52" S82050'24"W 20.30' W M
CASEY WR INVESTMENTS, LLC CLAYMOORE ENGINEERING (972) 221-9439 - Fax (972) 221-4675 0
5912 Shady Oaks Drive 1903 Central Drive, Suite 406 Town of Prosper, Denton County, Texas
within Zone X (unshaded). 220 Elm Street, Suite 206 - P.O. Box 54 0�
C17 300,50' 72.89' 13053'53" N19040'16"E 72.71' Frisco, TX 75034 Bedford, TX 76021 LewiaviHe, Texas 76067 - TFRN No: 10063000 Z
Established 1986 -2016- 0 t-
5. No floodplain exists on the site, C18 69.50' 5.19' - 4016'43" S24-028'50"W 5J9' Contact: Michael T. & Benita M. Casey Phone: (817) 281-0672 www.arthurourveying.com LL FOR DENTON COUNTY USE ONLY
Contact: Drew Donosky, EIT DRAWN BY: Jav DATE: 04/28/16 SCALE: V=30' CHECKED BY: F.H.W. ASC NO.:151047-4