SA0348ASILVERADQ PHASE 1A Ec 18
_DOC. NO. 2018-241 PRDCT
CTMGT REGATTA, LLC
TRACT 1
DOC, No 2012-122934 RPRDCT
(CURRENT DEED)
D.R. HORTON -- TEXAS, LTD.
INST. NO. 2017-139975 RPRDCT
CTMGT REGATTA, LLC
TRACT I
DOC. No 2012-122934 RPRDCT
(CURRENT DEED)
D.R. HORTON - TEXAS, LTD.
INST. NO. 2017-139975 RPRDCT
N69`41'53*E
64.71'
n.
-83 !#
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# #!
#
t !'
N20" 04'51 "`E
62.21'
62.20'
N39'5X`15"E.,...� c"
ti: /
44X
191,
CTMGT REGATTA, LLC
TRACT I
DOC. No 2012-122934 RPRDCT
(CURRENT DEED)
D.R. HORTON - TEXAS, LTD.
INST, NO. 2017-139975 RPRDCT
,
I
ROB
TEXAS COORDINATE SYSTEMS OF 1983 (NAD83
1996) NORTH CENTRAL ZONE NO. 4202 (GRID)
N 7,142.464.88 E 2,444,976,38
Q�i OETIT1i IT1=
D9 = =108 : 107 - : 106 = -105 = - 104 ,61030 0 102 a a1TCI1>
�
BL 5ti.00 165 p C �` o �y � j
'" T...._ p moF 00 Oi
)ELTA DIRM 510.oa` 476.s3' `'� -� 101
230.00 .�7.5'UE �cS fi (n Z300
S88`50'03"E all d cox
15'BLo �#r9 u�i111.98 �y vb�ri�
co ca 44 Q, as 100 " z a
Al 13"w' N88`50'O3"W N88'S0`03"W S88'50'03"E 10 Q 1' p X
D 5 ' 115.00 Oo 115.00 5 121.11 ¢ �oz�
i c v_
R W It 2 t; to 43 l w 99 to z <1
�n ua ,� ux to ca
120.50'
' 3 42 98 0 � ci _
to � co
119,90' 0
t
4 o _ : 41 in = 97rA
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6 _ 39 = �'i w 95 1, X ca
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ay as rn as ca
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0 = - 7 = . z 38 P3 = 0 94 0 3 � ^ ` I
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"+ w " " w 117.49' N N o
Ln
9 = = 36 92 "4
"W N88'50'03"w N88-50.03"W
o 1 i 5.00 o a 115.00 ' 116.28' >� zz
"W 1 10 0 35 91 a I;
N88'50'03"W ,n N88"50'03"w S88`50'03"E 0 N C5 a z
Et° 11 S� 115.00 11500 115.68
3,490
a
_zS87`53'S4"E �* S88'01'20"E 881958E i
115.00 77115.03 115.12 z
Low"E I6 12 33 C°� ci 89 a h >_ IY
'0 S843939"E `r
ma 175.2S8S85-52.93"E
f15.00 25115.11 ca 03* 1
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S82S8S8324'49"E 'vn
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oM 115.34 �. 715.11
j 14 0 Y= 31 i�.I 87 V.
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Iti , 115 0Q E Z, co 175.3g E { 115.71 � < a-
15 +t a 30 cc 1 86 0° 3
74 6.55 °5 �S 847'12 8,� S7g28'43 e to a ¢
775.pp S. 7s.3,,9 �� Its»17
16 29 "' 85 ( rn w N.T.
174�4p"E dui&S77$84p"E" S76 1 2�10 uy a z PETITT)F
5, pp
1 28
17 S7 <0 84
0>
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18 3 8 -3 83 rn CV
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ofi $ v' �4L✓ toy . •
19 . 26 1\ 82 ; f A-18'234 9
7 4 s& �s gyp, R=1095.92'
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Ss 77
S e L21 a, ca�r� 9[ 113 06 ti 2r �a g ry p,,
7 QM C7 S�3 6 x 5/8- ORF
a, j 1
�.�y� r � .. a tPE11TT) 1
J ` 50.Q0 SrTt u,'` ry �q°s
73 0 7.5'UE 75 *'
N8522`13"W i
CIRF`• 129.10 sls' GRF
rr1 (PETITT) r
44X
s t t
p 5I8` CIRF /
Ir A\ r1 !7 (PETITt)
r w
5/s" CIRF R-1095.92'
(PETIT O L-86.68' _
CD-86.65' tie
I ' f CRUZ SANCHEZ, JR, & ;"
SHEILA SANCHEZUj
NOR-20671
PRDCT 4
a.
DOC.ERODRIGUEZ
TTY
NO. 98-R002 094 Q
DOC. NO. 98-ROO21095
a..LEONARD GILLILAND DOC. NO. 98-ROO21095
it• ,r DOC. NO. 200Q-45367 t RPRDCT
RPRDCT
LOT
Li
LOT 10'x10'
ttt SIDEWALK &
VISIBILITY ESMT.
(TYPO)
10'
STREET
10'
C? �.
10'x10' t-
SIDEWALK &
VISIIPBILITY ESMT. LOT
LOT NO SCALE
` i ISIBILITY
LINE
LINEI
-TABLE
BEARING
DISTANCE
L1
N87'24 26 W
50.00
21 E
492aN34'19
52E
71.74N30'31
37 E
61.02N27'01
RL2S43'29
49 E
61.02N23'32
02 E
61.Q2
N20'0214 E
61.02
N16'4013 E
56»49
L9
N13'25 58 E
56.50
L10
N10"11 43 E
56.50
L11
I N06'57 28 E
56.50
L12
NO3'4313 E
56,49
L13
401'18 47 E
51.8$
L14
WO-5-1-3 32 E
62.21
L15
N01'27 00 E
55.45
L16
S26'41'34'E
60.52
L17
S26'41 34 E
41.65
L18
S32'30 E
23
6Q.00
L19
S55`16'37 E
60.00
L20
N71'22 36 E
60.00
L21
S87"51 56 E
60.00
LS
LANDSCAPE EASEMENT
UE
UTILITY EASEMENT
DE
DRAINAGE EASEMENT
WME
WALL MAINTENANCE EASEMENT
WLE
WATER LINE EASEMENT
SSE
SANITARY SEWER EASEMENT
LS&DE
LANDSCAPE AND DRAINAGE EASEMENT
BL
BUILDING SETBACK LINE
CIRS
5/8-INCH IRON ROD W/CAP
MARKED "PETITT-RPLS 4087" SET
CIRF
CAPPED IRON ROD FOUND
IRF
IRON ROD FOUND
ROW
RIGHT-OF-WAY
POB
POINT OF BEGINNING
HOA
HOME OWNERS ASSOCIATION
RPRDCT
REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS DENTON
COUNTY, TEXAS
DESIGNATES SUBDIVISION BLOCK
DENOTES STREET NAME CHANGE
DOC.
DOCUMENT
NO.
NUMBER
R.P.
RADIUS POINT
N.T.
NON -TANGENT
INST.
INSTRUMENT
ESM'T
EASEMENT
CORVE TABLE
NO.
CH DIPTION
CH NTH
A
RADIUS
L NGTH
C1
S037 3
3
Q
2053
55S. DO
20.00
C2
N05'08 5a E
53.93
9TA 3f
605.Q0
53.94
C3
S36`02 01 W
983.30
69'44 09
860.00
1046.72
C4
N18'10 4l E
667.07
34701 28
1140.00
676.98
C5
N43'5003 W
70.71
90'00 00
50.00
78.54
C6
I N81'3018 E
72.31
92'37 45
50,00
80.83
C7
N81'4520 E
11$.04
159i432
60.Q0
166.76
C$
N43'50 03 W
117.61
157'Q6 53
60.0 0'
164.53
C9
S01'52 45 W
14.45
1'25 37
580.00
14.45
CIO
N1631 06 E
648.01
29"19 31
120.090
6435335..7713
C1l
S11'04 56 E
342.28
18'181815923
49
S1'0S9Q8 W
18'0631C32
LOT INFORMATION
PHASE 2 - 142 RESIDENTIAL LOTS
SMALLEST LOT - (MULTIPLE LOTS)
5,750 SO FT
LOT INFORMATION
LOTS 40X-41X ARE FOR
LANDSCAPE BUFFER PURPOSES.
LOT 44X IS FOR LANDSCAPING
AND OPEN SPACE PURPOSES.
OC
0
Z
0
100 U 50 100 200
1 Inch = 100 feet
931
SI TE
I
77
138
TO FI H TRAP ROAD
DENTON TO
84 McKINNEY
Fx
4
7:,,,
NOTES:
1, WATER SERVICE AND SANITARY SEWER SERVICE TO BE PROVIDED BY MUSTANG SPECIAL UTILITY DISTRICT.
2. UTILITY PROVIDERS:
(A) ELECTRIC & GAS SERVICE. COSERV (B) TELEPHONE SERVICE: AT&T
7701 SOUTH STEMMONS 2301 RIDGEVIEW DRIVE
CORINTH, TEXAS 75065 PLANO, TEXAS 75025
1-800-274-4014 (972) 569-3084
3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY.
4. THE MAINTENANCE. OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT ARE
THE RESPONSIBILITY OF THE LAKES FRESH WATER SUPPLY DISTRICT.
5. THE CITY OF AUBREY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF DRIVES, EMERGENCY ACCESS EASEMENTS,
RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF DRIVES,
EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND
HOLD HARMLESS THE CITY OF AUBREY FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM
PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH.
6. ALL UTILITY EASEMENTS FOR FRANCHISE DRY UTILITIES SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE
EXCLUSIVE USE OF THE FRANCHISE DRY UTILITIES UNLESS OTHERWISE NOTED.
7. LOTS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF "X" LOTS SHALL BE THE RESPONSIBILITY OF THE
HOMEOWNERS ASSOCIATION (HOA).
8. MAINTENANCE OF WALL MAINTENANCE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION
(HOA).
9. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS, AND OTHER
OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY.
10. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR
OBSTRUCTING THE FLOODWAY IS PROHIBITED.
11. THE CITY OF AUBREY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY
OCCASIONED BY FLOODING OR FLOODING CONDITIONS.
12. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN
CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED
BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS.
13. THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE "X (UNSHADED) ON THE FLOOD INSURANCE RATE MAPS, MAP NO.
48121CO265G, REVISION DATE APRIL 18, 2011, AND MAP NO. 48121CO405G, REVISION DATE APRIL 18, 2011. ZONE X
(UNSHADED) IS DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN."
14. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM THE CITY OF AUBREY SHALL BE ALLOWED WITHIN AN IDENTIFIED
"FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING
PLANS AND STUDIES SHOW THAT NO RISE: IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL
RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE
PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED,
ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE 100-YEAR FLOOD ELEVATION.
15. PERIMETER BOUNDARY CORNERS ARE 5/8-INCH IRON ROD WITH CAPS MARKED "PETITT-RPLS 4087" FOUND OR SET,
UNLESS NOTED OTHERWISE. WHEN A RETAINING WALL OR SCREENING FENCE HAS BEEN PLACED AT THE REAR LOT
CORNER, A 5/8--INCH IRON ROD MAY BE SET FIVE FEET (5') FROM THE REAR LOT CORNER ALONG THE SIDE LOT LINE.
16, THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE MONUMENTED MOST EASTERLY SOUTH
RIGHT-OF-WAY LINE OF QUICKSILVER BOULEVARD ACCORDING TO FINAL PLAT OF SILVERADO PHASE 1A AND 1B, RECORDED
IN DOCUMENT NO. 2018-241, PLAT RECORDS OF DENTON COUNTY, TEXAS (S88'50'03"E).
RPLS OF RECORD: JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO, 5184
OWNER: D.R. HORTON - TEXAS, LTD.
4306 MILLER ROAD
ROWLEiT, TX 75088
PH--(214)607-4244
(,I ^A, . ,
A OD. "
FINAL PLAT
ILVF ADO PHASE 2
8.452 ACRES
142 RESIDENTIAL LOTS
3 NON --RE IDENTAL LOTS
SITUATED IN THE
JAMES BRIDGES, JR. SURVEY , ABSTRACT NO. 36
THE LAKES FRESH WATER SUPPLY DISTRICT a.
CITY OF AUBREY ETJ N
DENTON COUNTY, TEXAS _
cv
PEmnr , _R_
PL AIN 40n t3URVSYM
TBPE FIRM REGISTRATION NO. 1488
TBPLS FIRM REGISTRATION NO. 101068
1651 Glenville Drive, Suite 212 Tel. No. (214) 221-9955
Richardson. Texas 75081 Fox No. (214) 340-3550
DATE: NOVEMBER 2018 SCALE: 1 "= 100'
JNICHOLSOPEnTTBARRAZA.COM JOB NO, 12019-02
Filed for Record
in the Official Records of:
Denton County
Oil: 11/261261812:50:42 PM
In the PLAT Records
SIL,VERADO PH 2
Doc Number. 2018-480
Number of Pages: 2
Amount: 100.00
Order#:20181126MO277
By. J1f
y
O .
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t- C,
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HEET 1 OF 2
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OWNER'S CERTIFICATION
STATE OF TEXAS §
COUNTY OF DENTON �
WHEREAS D.R. Horton - Texas, Ltd. is the owner of that certain tract of land situated in the
James Br|dgem, Jr. Survey, Abstract No. 36, in Denton County, Texas, and being o portion of o
called 345^893 oone tract of land described in deed to D.R. Horton - Texas, Ltd.' recorded in
Instrument No. 2017-139975, Real Property Records, Denton County' Texas, (RPRDC7) and being
more particularly described as follows:
BEGINNING at o 5/8-inch iron rod with cap marked 'PEllTT RPL3 4O87°found ot the intersection
of the south right-of-way line of Quicksilver Boulevard (vnMob|e width R.O.W. at this point), said
right-of-way dedicated by Final Plot according to SUverodo Phase 1A and 18' on addition to Denton
County thereof recorded in Document No. 2018-24/' Plot Records of Denton County, Texas /PRDCT1,
and the westerly right-of-way line of Form to Market Road No. 2831 (called 100-fuot right-of-way
at this point);
THENCE with said westerly right-of-way line of Form to Market Rood No. 2931, the following
courses to 5/8-inch iron rods with cop marked 7zETlTT RPLS 4087"fnund for corner:
South 01*51'21" West, o distance of 044.17 feet, said iron rod being located at the beginning
of o non -tangent curve to the right-,
Southwesterly with sold non -tangent curve to the right which has o central ong|e of 18*29'34'",
o radius of 1.095.92 feot, o chord that bears South 1170'34" West with o chord length of
352.19 feet, and on arc length of 353.72 feet to the end of said curve;
South 40*29'43° West, o distance of 98.82 feet;
South 30'21'47" West, o distance of 185.80 feet;
South 2073`51', West, o distance of 97.82 feet, said iron rod being located at the beginning of
o non -tangent curve to the right;
And Southwesterly with said non -tangent curve to the right which has o central angle of
04�31'53,", o radius of 1.005.92 feet, o chord that bears South 42^37^21" West with o chord
length of 86.65 feet, and an arc length of 86.68 feet to the end of said curve, said iron
rod being located at the easternmost corner of Lot 44X~ Block A of said Si|verodo Phase 1A
and 1B; -
THENCE North 45*06'43° West, leaving said westerly right-of-way line of Form to Market Rood No.
2931 and with on easterly line of said Lot 44X, Block A, o distance of 247.47 haat to o 5/8-inch
iron rod with cap marked ^PET|TT RPL3 4087° found for corner;
THENCE North 48*02'57~ West. continuing with said easterly line of Lot 44X, Block A, o distance of
286.21 feet to m 5/8-inch iron rod with cap marked ~PE7lTT RPLS 4087" found for corner located
at the north corner of said Lot 44X' Block A. said iron rod also being located at the beginning of
m non -tangent curve to the right;
THENCE Southwesterly, with o westerly line of Lot 44X, Block A, and with said non -tangent curve to
the right which has o central angle of 24l00`47~. o radius of 885.00 feet, o chord that bears South
58*53'42^ West, o chord length of 388.20 feet, and on arc length of 370.91 feet to the end of
said curve, a 5/8-inch iron rod with cap marked 'PET{TT RPLS 4087° set for corner-,
THENCE leaving said westerly line of Lot 44X, Block A. and over and across said D.R. Horton -
Texas, Ltd. tract, the following courses to 5/8-inch iron rods with cop marked 'P[T|TT RPLS 4087~
set for corner:
North 19*05'54° West, a distance of 50.00 feet, said iron rod being located at the beginning of
o non -tangent curve to the right;
Southwesterly with said non -tangent curve to the right which has o central oog|e of 01`22'21°.
o radius of 835.00 feet, o chord that bears South 71^35'18~ West, o chord length of 20.00
feet, with on arc length of 20.00 feet to the end of said curve;
North 17*43~34' West, o distance of 115.00 feet;
North 89`41'53" Eoat, o distance of 64.71 feet;
North 84*30'46° East, o distance of 62.20 feet;
Worth 59^41'40" East, u distance of 82.21 feet;
North 54*4434~ East, o distance of 62.20 feet;
North 48*47'28~ East, o distance of 62.21 feet;
North 44*50^22" Eoet, o distance of 62.20 feet;
North 39753^15~ East, o distance of 62.21 feet;
North 34*56'09" East, o distance of 82.20 feet;
North 29*50^03" East, o distance of 62.21 feet-,
North 25*01`57" Goot, m distance of 62.21 feet;
North 20'04�51° East, u d|ato*ue of 62.21 feet;
North 15*07^45'^ East, o distance of 62.21 feet-,
North 10*10^39" Eost, o distance of 62'21 feet;
North 82'17'55~ West' o distance of 115.00 feet' said iron rod being located at the beginning
of o non -tangent curve to the left;
Northeasterly with said non-tnngent curve to the !eft which has o central angle of 05*06^31",
o radius of 605.00 feet, o chord that bears North 05*08'50~ Eoat, o chord length of 53.83
feet, with on arc length of 53.94 feet to the end of said curve;
North 87.2428" West, o distance of 50.00 feot, said iron rod being located at the beginning
of o non -tangent curve to the right-,
Southwesterly with said non -tangent curve to the right which has o central angle of 02*03'53~'
o radius of 555.00 feet, o chord that bears South 03*37�31" West, o chord length of 2000
feet, with an arc length of 20.00 feet to the end of said curve,
North 82`45^38~ Weot, o distance of 115.20 feet;
North 01^42'18" Eout, o distance of 62.00 feet;
And North 01*09'57° [oat. o distance of 885.16 feet, said iron rod being located on said south
right-of-way line of Quicksilver Boulevard-,
THENCE with said south right-of-wuy line of Quicksilver Boulevard, the following onwraeo and
distances to 5/8-inch iron rods with cap marked "Petitt-RPLS 4087" found for corner:
South 88`50`03^ Eoat, o distance of 115.00 feet;
South 01*09'57^ West, o distance of 25.00 feet;
Gouth 88`50^03" Eost, o distance of 50'00 foot;
North 01?09'57" Eost, o distance of 25.00 feet;
South 88*50'03° Eosd, o distance of 673.95 haat
South 43*29"27" East' o distance of 42.17 feet;
And South 88'08'39~ Eost, o distance of 20.00 feet to the POINT OF BEGINNING of herein
described traot, containing an area of 28.452 acres of land.
OWNER'S DEDICATION
NOW, THEREF0RE, KNOW ALL MEW BY THESE PRESENTS:
That, D.R. HORTO0 ~~ TEXAS, LVD-, acting herein by and through its duty authorized officer, does
hereby adopt this plot designating the hereinobove described property as SILVERADO PHASE 2, on
addition to Denton County' Texus, and does hereby dedicate to The Lakes Fresh Water Supply
District tpiot\, in fee simpe, the streets and public use onaoa shown hereon, and does
hereby dedicate the easements shown hereon for the purposes indicated to the exclusive use
forever of The Diatrict, said dedications being free and o|oor of all liens and *nournbronoaa except
as shown herein. No buildings, (*noma, trees, shrubs or other improvements shall be constructed or
placed upon, over or across the eoomrnento on said p|ot. At the discretion of The District and
subject to it'o written approval, utility easements may also be used for the mutual use and
accommodation of all public utilities desiring to use the some un>aan the easement limits the use
to o particular utility or utUitiea, said use by public utilities being subordinate to The District use
thereof, Any public utility given the right by The District to use said easements oho|| have the right
to remove and keep removed all or port of any buildings, fem000, trees, ahnmbo or other
improvements or growths which in any way endanger or interfere with the conmtructiun, rnointenonce,
or efficiency of its respective system on any of these easements. Any public utility ohqU at all
t}nnea have the right of ingress and egress to and from and upon any said easements for the
purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing
all or port of its respective system without the necessity t any time procuring the permission of
anyone, 1 do hereby bind myself, my successors and assigns to forever warrant and defend all and
singular the above described streets, easements and rights unto The District against every person
whomsoever cmrnea lawfully claiming or to c|oirn the some or any part thereof. This property is
located within the The City of Aubrey Extra- Territorial Jurisdiction. This plot approval is subject to
all the platting ordinunoee, rules and regulations of City of Aubrey. Denton County, Texas.
��
WITNESS MY HAND THIS /! r`DAY OF __. 2018.
D.R. O
DAVID BOOTH
LAND ACQUISITION DEVELOPMENT MANAGER
STATE OF TEXAS §
COUNTY OF DALLAS §
Before public in and for the State of Texas, this day
personally appeared DAVID BOOTH, known to me to be the person and officer whose name is
subscribed to the foregoing instrument and acknowledged to me that he executed the some for the
purposes and considerations therein expressed and in the capacity therein stated.
Given under my hand and sea] of office, this i5'day of N
~
' . .
NaoryPuWIjin of
My commission expires:
Ismy commission Exores
February 7, ZD21
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
That | JIWW}E D. N|CH0LS, a Registered Professional Land Surveyor, do hereby certify that this plot
was prepared and the field notes made m port hereof from on actual and uonunote survey of the
land and that the corner monuments shown hereon were hound or properly placed under my
poraunm| supervision in accordance with the City of Aubrey and Denton County Subdivision
Regulations.
JIMMIP O. N|CHOLS
Registered Professional Land Surveyor No. 5184
STATE OFTEXAS 861,84
COUNTY QFDALLAS
Before rne, the undersigned authority, o notary public in and for the State of emos, on this day
personally appeared J|WWIE D. N}CHOLS, known to nna to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he executed the some in the capacity
therein stated.
S
Given under my hand and aen| of office, this __l_�_ day of 2018`
Notorill6blic in and for the State of Texoe
My commission expires
RPL3 OF RECORD JIMwIE D, NICH0LS
. REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 5164
OWNER: D.R.pORTON 0l
4306wILLER ROAD
R0mLErr Tx 75088
p*-(214)607-*2+4
ITHE LAKES FRESH WA SUPPLY DISTRICT:
APPROVED AND ACCEPTED:
THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF
AUBREY, TEXAS HEREBY CERTIFIES THAT THE FOREGOING
FINAL PLAT OF SILVMADO PHASE Z AN ADDITION TO
DENTON COUNTY, TEXAS, IS HEREBY APPROVED BY THE
AND THE CITY OF AUBREY DOES HEREBY APP�OVE AND
ACCEPT SAID FINAL PLAT, AND THAT THE CITY OF
AUBREY FURTHER AUTHORIZED THE MAYOR TO NOTE THE
ACCEPTANCE THEREOF BY SIGNING THEIR NAME AS HEREIN
ABOVE SUBSCRIBED,
ATTEST THIS _t� DAY OF 2018
TOFFICI; -
JENNY HUCKABEE, CITY SEE7RET�RY
CITY OF AUBREY, TEXAS S
FINAL PLAT
K� �� PHASE
w�
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28.452 ACRES
142 RESIDENTIAL LOTS
3 NON-RESIDENTAL LOTS
SITUATED IN THE
JAMES BRIDGES" JR, SURVEY '= ABSTRACT NO. 36
THE LAKES FRESH WATER SUPPLY DISTRICT
CITY OF AUBREY ETJ
DENTON COUNTY, TEXAS
I���� Emanammen Puvoame SuRwyom
TBpE new REGISTRATION NO. 1488
00� �000W�� T8PLS FIRM nsoSTgAnnw NO, 101068
1651 Glenville Drive, Suite 212 rel. No. (214) 221-9955
Richardson. Texas 75081 Fox No. (214-) 340-3550
DATE: wOVEwBEK 2018 SCALE- N/A