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811.4700
2.ZO 52.20 co 3.3254 ABERDEEN TRIBUTE
41*. ��2 1 .30' 26 =1 1;� Vi T ICD 35 $0,0CI`ca BLOCK E 2452 72 PHAE
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COUNTY CLERK'S FILE NC. S89*1 3'07"W 5'U I-. C8 (50' R.O.W)
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16
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TP A LLC, CT
COUNTY ERK FILE NO. 0 1 J- 149
R.D.C.T 7
NOTES: 24 15 19
7>
1, SELLING A PORTION OF THIS -ADDITION BY -METES AND BOUNDS IS A UR DEVELOP ENT 1/2
1 IRS
VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES TULL ORE M DOWS A RI TEC /2"
AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.VOL.---- 3 IRS COSERV
ELECTRIC LINE EASEMENT
3 C2 AND RIGHT-OF-WAY
2. ALL LOTS ARE LOCATED OUTSIDE OF THE 537-FT CONTOUR LINE BLOCK I IRS DOC. NO. 2007-9730
4 C N46*45'08"W 1 Is EASEMENT #1
3. ALL FINISHED FLOORS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 48.18
537 CONTOUR LINE OR THE 100-YEAR FLOODPLAIN, WHICHEVER IS GREATER. NO2*21 007"W 1/2'
4. THE FLOWAGE EASEMENT, 537-FT. CONTOUR, AS SHOWN ON THIS PLAT 12.76' IRS
j>/RF,�
f
9'
F
*4 1/2
IRF1 , 1,
38 2- ��44?
5 F
4.30. ABERDEEN
7.61 2TO 40G'
7"11'
S"9*3 '0
120. 00
37
HAS BEEN SURVEYED AND STAKED IN THE FIELD, ACCORDING TO THE
BENCHMARK SHOWN ON THIS PLAT.
B
0,
5. NO FILL SHALL BE PLACED BELOW THE 537 CONTOUR. 0 2
A
6 LOT 1
ALL COMMON AREA LOTS AS SHOWN HEREON ARE TO BE DEDICATED TO 01 �l nv E�)
THE TRIBUTE HOME OWNER'S ASSOCIATION (HOA) VIA THE EXECUTION AND C01VIVO/V BAL \10 AT TR
FILING OF THIS FINAL PLAT WITH RESPECTIVE COUNTY. BENCHMARKS: AREA I SE 1
7. COMMON AREAS ARE TO BE MAINTAINED PURSUANT TO THE CERTAIN CAB. X, G 817
MAINTENANCE -AGREEMENT BETWEEN THE CITY OF THE COLONY AND THE TRIBUTE 1. City of the Colony Monument No. 4 located 103' west E 2
HOMEOWNERS ASSOCIATION, AS SUCH AGREEMENT IS AMENDED FROM TIME TO TIME, of the westerly curb of Lebanon Road and 500' west of
the intersection of Boyd Road on top of highest hill at
large rock tower. Elev: 574.02
7. A 10'x10' SIGHT VISIBILITY PUBLIC ACCESS AND UTILITY EASEMENT WILL
BE AT ALL RIGHT-OF-WAY INTERSECTIONS. 2. "X" set on center of inlet located on the easterly
curb of Lebanon Road and 275' north of Haywick Drive.
8. SIDEWALKS (WHICH ARE REQUIRED IN ALL -RESIDENTIAL DISTRICTS AND Elev: 538.40
tWHEREVER PEDESTRIAN TRAFFIC MAY BE GENERATED) SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE CITY OF THE COLONY'S 3. `Y' set on center of inlet located on the easterly
SPECIFICATIONS. THE DEVELOPER WILL CONSTRUCT SIDEWALKS ALONG THE curb of Lebanon Road and 1050' south of Haywick Drive.
REAR AND SIDE LOTS THAT ABUT THOROUGHFARES OR WHICH ABUT Elev. 536.26
PERIMETER STREETS, OR WHERE AN ALLEY IS ADJACENT TO A
THOROUGHFARE. THE BUILDER ON A LOT WILL CONSTRUCT ALL OTHER
SIDEWALKS ON THE FRONT AND SIDE OF LOTS INTERNAL STREETS, FLOOD STATEMENT: According to Community Panel No, 48121CO560
G, dated April 18, 2011 of the Federal Emergency Management
9. ALL FENCE MAINTENANCE EASEMENTS ARE TO BE MAINTAINED BY THE Agency, National Flood Insurance Program Map, this property is
HOMEOWNER'S ASSOCIATION. within the shaded Zone "X", (areas determined to be inside the
500-year floodplain), which is not a special flood hazard area. If
10. P.W.M.E. - PRIVATE WALL MAINTENANCE EASEMENT, REFER TO THE this site is not within an identified special flood hazard area, this
Mlo"TE UnkAC'f,IAIK117D'C A<_'Cnn1A7nnhI nnX1f:-kIAKTT1Z CONDITIONS AND n flood statement does not imply that the property and/or the
I
RESTRICTIONS, AS SUCH AGREEMENT IS AMENDED FROM TIME TO TIME. structures thereon will be free from flooding or flood damage. On
rare occasions, greater floods can and will occur and flood heights
11. BASIS OF BEARINGS: BASED ON MONUMENTS FOUND ALONG THE SOUTH may be increased by man -mode or natural causes. This
LINE OF ABERDEEN AT TRIBUTE PHASE 1, AS RECORDED IN CAB. X, PG. 695, statement shall not create liability on the part of the Surveyor.
1DENTON COUNTY PLAT RECORDS.
20
LOT 2A
-X M COMMON
AREA
11
fad
2
F
j
A
a
(50,
RE_ R,
LOT M1
Lj
Lr,
(FRONT)
STREET
X,1
S V P A ULF
TYPICAL .LOT SETBACKS
SCALE, NIJT TO SCALE
65 64
66
\115 FME -
BLOCK A T-
67 ABERDEEN DRIVE
r7
LOT 92X
-BLOCK A
COMMON AREA
& SE & UE
68
5' FME BLOCK A
SA, 54TZ&C
4401,e,S
CURVE TABLE
NO,
DELTA
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD
C1
22*1'6'18"
100.00'
38.87'
19.68'
S79*38'44!'E
'38.63'
C2
19*08'22"
171.50'
57.,29'
.28.91'
-N37*1 0'57"W
51.02'
C3
19*08*22"
127.00'
42.42'
21.41'
'N37*10'57"W
42.23'
C4
21*2549"
1139.00'
426.02'
215,53'
.S36*00'29"E
423.54'
C5
40*57'13"
400.00'
285.91'
149.37'
N45#46`1 I "W
279.86'
C6
141*41'02"
50.00'
123.64'
143.92'
S45*46'53"E
94.46'
C7
18*31'25"
430.00'
139.02'
70.12'
N79*57'24"E
13&41'
C8
18'31'25*
500.001
161.65'
81.54'
'S79*57'24"W
160.95'
C9
-21 *51'10"
135.00'
51.49'
26.06'
-S78*17'32"W
-51.18,
C1 0
.21 *51'10"
700.00'
266.,98'
135.13'
N78*17'32"E
265.37'
C1 1
270*33'00"
50.00'
236.10'
49.52'
S45*30'14"E
70.37'
C12
26726`17"
250.00'
115.36"
58.72'
S75*59'58"W
C13
63*4326"
25.00'
.27.80'
15.54'
.114.*34'
N57*21'46"E
26.39'
C14
26*23'27"
300.00'
138-18'
70.34'
N1 2*1 8'41"E
136.96' 1
C15
63*42"41"
20.00'
22.24!
12,43'
N57*21'46"E
21.11'
C1 6
11 *33-'38"
729.46"
147.18'
73.84'
N43*13'06"E
146.93'
C17
270*00'00"
50.00'
235.62'
50.00'
N0143`23"W
70.711
18
19*08'22"
127.0.0'
42.42'
21.41'
S56*11 191'1 9"E
42 23'
C 1 9E
E
19*08"22"
171.50'
57.29'.
28.91'
-N56*19'19"W
57_09'
LINE TABLE
LINE
BEARING
DISTANCE
Ll
N00*53'02"W
'8.28'
L2
N89*1 3'07"E
9.27'
L3
588*50'51'"W
12.83,
L4
N43*1 6'37"E
15.00'
L5
N43*1 637"E
95,00'
L6
N46*43'2_3"W
25.00'
L7
--N71`20'11"W
25-'00'
18
S58*1 5'57"W
20.00'
L9
N62'46'50''E
22.58'
Ll 0
-861 *5,2!-46"W
49.26'
Ll 1
N83*49"58"E
50.22'
L12
N834958"E
50.22'
Ll 3
N83!49158"E
50.22'
L14
S89*13'07"W
5.08'
Ll 5
S89*13`07"W
5.08'
Ll 6
S89'1 3"07"W
5.08'
L17
N54'50'04"11
18.21'
Ll 8
N54*50'04."E
5.59
L1 9
S00*00'00"E
25.00'
L20
§4717'04"E
15.00'
L21
N86759'22"E
51.04'
L22
N80*3655"E
51.58'
L23
N74*02"1.2"E
52.84'
124
N73*5f27"E
52.89'
L25
S89*13'07"W
20.00'
FU6
N44*13`07"E
28.28'
•
R-In a,
• fit
of
K. .3#
._
MEXIIIIIIMI#
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E•
M�
#
- M11
W!
W
LOCATION MAP
NOT TO SCALE
0 ■ 1
0 so 100 2W
t
I twh - 100 tL
IRS
LUEND
1/2" IRON ROD SET
IRF
5/8" IRON ROD FOUND
BL
BUILDING LINE SETBACK
R
RADIUS
ROW
RIGHT-OF-WAY
DE
DRAINAGE EASEMENT
UE
UTILITY EASEMENT
WE
WATER EASEMENT
FME
FENCE MAINTENANCE EASEMENT
PWME
PRIVATE WALL MAINTENANCE EASEME
MIN FFE
MINIMUM FINISH FLOOR ELEVA`TION
HOA
HOMEOWNER'S ASSOCIATION
SVPAUE
SIGHT VISIBILITY, PUBLIC ACCESS &
U71LITY EASEMENT
STREET NAME CHANGE
CASE NO. FP13-0013
EINAL ELAT
ABERDEEN AT TRIBUTE
PHASE 3
88 RESIDENTIAL LOTS AND
4 COMMON AREA LOTS
LOTS 32-91, 92XBLOCK A; LOTS 1-15'16X-17X, BLOCK B;
LOT -38X,',BLOCK C, 'LOTS 15-27, 'BLOCK E.
TO BE DEVELOPED TO ABERDEEN STANDARDS
25.544 ACRES OUTOFTHE
-B.B.B. &C.R.R. SURVEY, ..ABSTRACT NO. 182
THE CITY OF 'THE : COLONY, -DENTON COUNTY, TEXAS
TP
.111, LLC* OWNER
1660 S.'stemmons freeway,,Sulte 100 (972) 221-1199
Lewisville, Texas 75067
Contact: Kristian Telek!
JBI PARTNERS, INC. SURVEYOR/ENGINMR
-16301 Quorum Drive,"Suite 200-B (972) 248-7676
Addison, Texas 75001
Contact- 'Thomas Juhn
TBPE NO. F-438
TBPLS NO. 10076000 October 27, 2014 Sheet 1 of :2
OWNER'S CERTIFICATION CLOSURE REPORT ABERDEEN PHASE 3 DEDICATION STATEMENT SURVEYOR'S CERTIFICATE
STATE OF TEXAS North: 7092368.3254 East : 2452811.4700 KNOW ALL MEN BY THESE PRESENTS:
Line Course: S 00-46-53 E Length: 408.68 NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: I
COUNTY OF DENTON North: 7091959.6834 East 2452817.0433 THAT TP ABERDEEN III, LLC, THROUGH THE UNDER SIGNED AUTHORITY, DOES HEREBY ADOPT THIS THAT 1, DAN B. RAMSEY, do hereby certify that I prepared this plot from an actual survey
in the City of The Colony, Denton County, Line Course: N 89-06-58 E Length: 123.74 TRIBUTE PHASE of the land and that the corner monuments shown hereon were property placed under my
WHEREAS, TP ABERDEEN III, LLC, is the owner of a tract of land North: 7091961.5922 East : 2452940.7686 PLAT DESIGNATION THE HEREIN ABOVE DESCRIBED PROPERTY AS ABERDEEN AT in accordance with the Plotting Rules and Regulations of the City of
Texas, being part of the B.B.B. & C.R.R. Survey, Abstract No. 182, and being all of that called Tract 1 as Line Course: N 00-53-02 W Length: 8.28 3, AN ADDITION TO THE CITY OF THE COLONY, TEXAS, AND DOES HEREBY DEDICATE IN FEE personal supervision
The Colony, De at-o-n) County, Texas.
described in deed to TP ABERDEEN III, LLC, as recorded in County Clerk's File No. 2013-149976, Denton North: 7091969.8712 East : 2452940.6409 SIMPLE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS SHOWN HEREON; AND DOES
County Deed Records, Texas, and being further described as follows; Line Course: N 89-13-07 E Length: 9.27 HEREBY DEDICATE THE EASEMENTS SHOWN ON THE FINAL PLAT FOR MUTUAL USE AND "..OF...
BEGINNING at a five -eighths inch iron rod found at the southeast corner of Lot 2, Block I ck E, of Aberdeen at North: 7091969.9977 East 2452949.9100 ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME, SAID DEDICATIONS
Curve Length: 38.87 Radius: 100.00 BEING FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, EXCEPT AS SHOWN HEREIN. TP
I FOREVER Dan B. Ramsey, L.S. No. 4172
...... ....
Tribute, Phase 2, an addition to the City of The Colony as recorded in Volume 2012, Page 142, Denton County Delta: 22-16-18 Tangent: 19.68 ABERDEEN 111, LLC, DOES HEREBY BIND ITSELF, ITS SUCCESSORS AND ASSIGNS TO FORE ......*...B.. RAM . SEY ......
Plot Records, and said point being the most westerly line of Aberdeen At Tribute Phase 1 an addition to the Chord: 38.63 Course: S 79-38-44 E WARRANT AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, ALLEYS, EASEMENTS ...........................
5,�Denton County Plat Records, said point being in the 41172
City of The Colony as recorded in Cabinet X, Page 69 Course In: S 00-46-53 E Course Out: N 21-29 E AND RIGHTS UNTO THE PUBLIC AGAINST EVERY PERSON WHOMSOEVER LAWFULLY CLAIMING OR TO
west line of Strathmill Road (a variable width right of way); RP North: 7091870.0070 East 2452951.2737 CLAIM THE SAME OR ANY PART THEREOF. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER
f Strathmill End North. 7091963.0549 East 2452987.9081 IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS S U P'N'
THENCE South 00 degrees 46 minutes 53 seconds East, 408.68 feet along said west right of way o Line Course: S 68-30-35 E Length: 128.04 ON SAID FINAL PLAT. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO REMOVE AND KEEP
Road to a five -eighths inch iron rod found for corner, said point being in the South right-of-way line of North: 7091916.1483 East 2453107.0467 REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS STATE OF TEXAS
Aberdeen Drive (a variable width right-of-way); Line Course: S 21-29-26 W Length: 72.91 OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION,
North: 7091848.3072 East 2453080.3363 MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENTS, AND
THENCE continuing along the south line of said Aberdeen At Tribute, Phase 1, and along the south Curve Length: 945.12 Radius: 2340.00 ANY PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS AND EGRESS TO AND COUNTY OF DALLAS
Tangent: 479.09 OF SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING,
right-of-way line of Aberdeen Drive as follows: Delta: 23-08-30 FROM AND UPON ANY
North 89 degrees 06 minutes 58 seconds East, 123.74 feet to a five -eighths inch iron rod found for Chord: 938.71 Course: S 33-03-41 W RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING. AND ADDING TO OR REMOVING ALL OR BEFORE ME, the undersigned authority in and for the State of Texas, on this day
corner; Course In: N 68-30-34 W Course Out: S 45-22-04 E PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE personally appeared Dan B. Ramsey, known to me to be the person whose name is
North 00 degrees 53 minutes 02 seconds West, 8.28 feet to a five -eighths inch iron rod found for RP North: 7092705.5612 East 2450903.0178 PERMISSION OF ANYONE. subscribed to the foregoing instrument and acknowledged to me that he executed the
corner; to a five -eighths inch iron rod found for End North: 7091061.5863 East 2452568.2345 same for the purposes and consideration therein expressed and in the capacity therein
North 89 degrees 13minutes07 seconds East, 9.27 feetLine Course: N 02-2-1-07 W Length: 12.76 stated. <
corner; North: 7091074.3355 East 2452567.7109
Southeasterly, 38.87 feet along a curve to the right having a central angle of 22 degrees 16 minutes Line Course: N 46-45-08 W Length: 48.18
18 seconds, a radius of 100.00 feet, a tangent of 19.68 feet, and whose chord bears South 79 degrees 38 North: 7091107.3463 East 2452532.6167
minutes 44 seconds East, 38.63 feet to a five -eighths inch iron rod found for corner; Curve Length: 57.29 Radius: 171.50
South 68 degrees 30 minutes 35 seconds East, 128.04 feet to a five -eighths inch iron rod found at Delta: 19-08-22 Tangent: 28.91 EXECUTED this -LaL-day of 2014.
the southeast corner of said Aberdeen At Tribute, Phase 1, said point also being in the west right-of-way Chord- 57.02 Course: N 37-10-57 W as, this 28th day of October, 2014. 0
County Plat Course In: N 43-14-52 E Course Out: S 62-23-14 W TP ABERDEEN III, LLC, WITNESS MY HAND at Addison, Tex V1,
line of Lebanon Road (a 120 foot right-of-way) as recorded in Cabinet W Page 268, Denton 0
Records; RP North: 7091232.2665 East 2452650.1207 a Texas limited liability company`'
End North: 7091152.7773 East 2452498.1545 0
THENCE along the west right-of-way line of Lebanon Road as follows: Curve Length: 42.42 Radius: 127.00 BY: TP VENTURE HOLDINGS, LP,
South 21 degrees 29 minutes 26 seconds West, 72.91 feet to a five -eighths inch iron rod found for Delta: 19-08-22 Tangent: 21.41 a Texas limited partnership,
I; -and for the State of Texas. KELSEY BENSON
Chord: 42.23 Course: N 37-10-57 W its manager
i*1 Notary PUWC, StEfe of TWM
corner; My Comm. E*res 03MIS
Southwesterly, 945.12 feet along a curve to the right having a central angle of 23 degrees 08 minutes Course In: S 62-23-14 W Course Out: N 43-14-52 E
30 seconds, a radius of 2340.00 feet, a tangent of 479.09 feet, and whose chord bears South 33 degrees 03 RP North: 7091093.9136 East 2452385.6198 By. Wynnwood Peninsula Partners GP, LLC, 0
minutes 41 seconds West, 938.71 feet to a one-half inch iron rod set for corner; End North: 7091186.4201 East 2452472.6344 a Texas limited liability company, a -
Line Course: N 46-43-23 W Length: 127.09 its general partner C
half inch iron rod set for corner; North: 7091273.�5435 East : 2452380.1067 0
THENCE North 02 degrees 21 minutes 07 seconds West, 12.76 feet to a one- _0
Curve Length: 437.23 Radius: 1169.00 B y. Matthews Holdings Southwest, Inc.,
01
THENCE North 46 degrees 45 minutes 08 seconds West, 48.18 feet to a one-half inch iron rod set for corner; Delta: 21-25-048 Tangent: 221.20 a Texas corporation, its manager 0
Chord: 434.69 Course: N 36-00-29 W -0
THENCE Northwesterly, 57.29 feet along a curve to the right having a central angle of 19 degrees 08 minutes Course In: N 43-16-37 E Course Out: S 64-42-25 W
22 seconds, a radius of 171.50 feet, a tangent of 28.91 feet, and whose chord bears North 37 degrees 10 RP North: 7092124.6324 East 2453181.4860 By.
minutes 57 seconds West, 57.02 feet to a one-half inch iron rod set for corner; End North: 7091625.1792 East 2452124.5529 Kristian T. Teleki, Senior
Line Course: N 25-17-35 W Length: 129.56 Vice President
THENCE Northwesterly, 42.42 feet along a curve to the left having a central angle of 19 degrees 08 minutes North: 7091742.3188 East 2452069.1986 0
22 seconds, a radius of 127.00 feet, a tangent of 21.41 feet, and whose chord bears North 37 degrees 10 Line Course: S 62-46-50 W Length: 94.87 c-
minutes 57 seconds West, 42.23 feet to a one-half inch iron rod set for corner; North: 7091698.9253 East 2451984.8344
Line Course: S 55-17-33 W Length: 60.12
THENCE North 46 degrees 43 minutes 23 seconds West, 127.09 feet to a one-half inch iron rod set for North: 7091664.6937 East 2451935.4116 STATE OF TEXAS
corner; Line Course: S 53-01-32 W Length: 199.46
North: 7091544.7268 East 2451776.0623 COUNTY OF DENTON
THENCE Northwesterly, 437.23 feet along a curve to the right having a central angle of 21 degrees 25 Line Course: N 11-45-56 W Length: 86.77
minutes 48 seconds, a radius of 1169.00 feet, a tangent of 221.20 feet, and whose chord bears North 36 North: 7091629.6738 East 2451758.3692 the day of 've,10 2014,
degrees 00 minutes 29 seconds West, 434.69 feet to a one-half inch iron rod set for corner; Line Course: N 39-41-45 W Length: 69.56 This instrument was acknowledged before me on
North: 7091683,1964 East 2451713.9404 by Kristian Teleki, Sr., Vice President of Wynnwood Peninsula Partners GP, LLC, a Texas
THENCE North 25 degrees 17 minutes 35 seconds West, 129.56 feet to a one-half inch iron rod set for Line Course: N 00-46-53 W Length: 110.31 limited liability company on behalf of Matthews Holdings Southwest, Inc., a Texas limited
corner; North: 7091793.4962 East 2451712.4361 partnership on behalf of Tribute Partners, L.P., a Texas limited partnership.
Line Course: N 30-15-06 W Length: 88.28
THENCE South 62 degrees 46 minutes 50 seconds West, 94.87 feet to a one-half inch iron rod set for North: 7091869.7543 East 2451667.9607
corner; Line Course: N 04-59-23 W Length- 127.58 !!Z&-cAA4&..e
North: 7091996.8508 East 2451656.8641
THENCE South 55 degrees 17 minutes 33 seconds West, 60.12 feet to a one-half inch iron rod set for comer; Line Course: N 85-00-37 E Length: 23.92 Notary Public, State of Texas
North: 7091998.9313 East 2451680.6935 My commision expires: Notary's printed name
THENCE South 53 degrees 01 minutes 32 seconds West, 199.46 feet to a one-half inch iron rod set for Curve Length: 185.62 Radius: 370.00
-44-36 fn, cA&
corner; Delta: 28 Tangent: 94.80
Chord: 183.68 Course: S 80-37-05 E CASE NO. FP13-0013
THENCE North 11 degrees 45 minutes 56 seconds West, 86.77,feet to a one-half inch iron rod set for corner; Course In: S 04-59-23 E Course Out: N 23-45-13 E 0-
THENCE RP North: 7091630.3335 East : 2451712.8750 0-
THENCE North 39 degrees 41 minutes 45 seconds West, 69.56 feet to a one-half inch iron rod set for comer; End North: 7091968.9893 East: 2451861.9126 MICHELLELHUNT EINAL ELAI 104
Line Course- N 23-45-13 E Length: 60.00 My commission Exp]jres 12
THENCE North 00 degrees 46 minutes 53 seconds West, 110.31 feet to a one-half inch iron rod set for North: 7092023.9065 East : 2451886.0809 May 27, 2017
corner; Line Course: N 00-46-53 W Length: 488.05
North: 7092511.9111 East: 2451879.4252
ABERDEEN pp AT TRIBUTE C14
THENCE North 30 degrees 15 minutes 06 seconds West, 88.28 feet to a one-half inch iron rod set for comer; Line Course: N 89-13-07 E Length: 120.00
North: 7092513.5476 East : 2451999.4140 PHASE 3
THENCE North 04 degrees 59 minutes 23 seconds West, 127.58 feet to a one-half inch iron rod set for Line Course: S 00-46-53 E Length: 36.48
comer; North: 7092477.0710 East : 2451999.9115
CITY SIGNATURE BLOCK 0
Line Course: N 89-13-07 E Length: 50.00
THENCE North 85 degrees 00 minutes 37 seconds East, 23.92 feet to a one-half inch iron rod set for corner; North: 7092477.7528 East : 2452049.9068 2013 88 RESIDENTIAL LOTS AND
Line Course: S 00-46-53 E Length: 120.00 "On the .2 day of --acA�_ Et", this plot was duly 4 COMMON AREA LOTS 1 E
THENCE Southeasterly, 185.62 feet along a curve to the right having a central angle of 28 degrees 44 North: 7092357.7640 East : 2452051.5433 approved by the Planning and Zoning Commission of the City of The Colony. 0
minutes 36 seconds, a radius of 370.00 feet, a tangent of 94.80 feet, and whose chord bears South 80 Line Course: N 89-13-07 E Length: 496.90 LOTS 3292X, BLOCK A; LOTS 1-15 16X-17)( BLOCK B; >
degrees 37 minutes 05 seconds East, 183.68 feet to a one-half inch iron rod set for corner; North: 7092364.5404 East : 2452548.3971 LOT38X, BLOCK C, LOTS 15-27, BLOCK E, iu)
Line Course: N 78-57-44 E Length: 38.52 TO BE DEVELOPED TO ABERDEEN STANDARDS C
OF 0
THENCE North 23 degrees 45 minutes 13 seconds East, 60.00 feet to a one-half inch iron rod set for corner; N orth: 7092371.9153 East 2452586.2045 Signed,
Chairman of �he Planning and Zoning Commission
Line Course: N 77-36-02 E Length: 53.29 25.544 ACRES OUT OF THE 101
THENCE North 00 degrees 46 minutes 53 second West, 488.05 feet to a one-half inch iron rod found for North: 7092383.3580 East 2452638.2515 B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 182 0
Line Course: N 76-04-49 E Length: 54.42 THE CITY OF THE COLONY, DENTON COUNTY, TEXAS
corner in the south line of said Aberdeen At Tribute Phase 2; ZEAL
North: 7092396.4494 East 2452691.0734
THENCE along said Aberdeen At Tribute Phase 2 as follows: Line Course: S 00-46-53 E Length: 29.78 %.. Im
North 89 degrees 13 minutes 07 seconds East, 120.00 feet to a one-half inch iron rod found for North: 7092366.6722 East : 2452691.4795 Attest: &L4j (/J- 4-•TP ABERDEEN III, LLCo OWNER "Do
comer; Line Course: N 89-13-07 E Length: 120.00 City Secretary -%; >
South 00 degrees 46 minutes 53 seconds East, 36.48 feet to a one-half inch iron rod found for -0- 1660 S. Sternmons Freeway, Suite 100 a
North: 7092368.3087 East : 2452811.4684 (972) 221-1199 0
Lewisville, Texas 75067
comer; one-half inch iron rod found for Perimeter: 5303.40 Area: 1,112,702 sq.ft. 25.54-4 acres Contact: Kristian Teleki North 89 degrees 13 minutes 07 seconds East, 50.00 feet to a
corner; South 00 degrees 46 minutes 53 seconds East, 120.00 feet to a one-half inch iron rod found for Mopcheck Closure - (Uses listed courses, radii, and deltas) CL
comer; Error Closure: 0.0168 Course: S 05-33-30 W JBI PARTNERS, INC. SURVEYOR/ENGNEER
one-half inch iron rod found for -C
North 89 degrees 13 minutes 07 seconds East, 496.90 feet to a Error North: -0.01670 East -.0.00162 0-
corner; Precision 1: 315,676.79 16301 Quorum Drive, Suite 200 B (972) 248-7676
North 78 degrees 57 minutes 44 seconds East, 38.52 feet to a one-half inch iron rod found for Addison, Texas 75001
corner; Contact-. Thomas John
corner;
North 77 degrees 36 minutes 02 seconds East, 53.29 feet to a one-half inch iron rod found for TBPE NO. F-438
2014 Sheet October 2 of 21>
North 76 degrees 04 minutes 49 seconds East, 54.42 feet to a one-half inch iron rod found for TBPLS NO. 10076000 27, 2 M
corner;
South 00 degrees 46 minutes 53 seconds East, 29.78 feet to a one-half inch iron rod found for
corner; C14
North 89 degrees 13 minutes 07 seconds East, 120.00 feet to the POINT OF BEGINNING and containing 0
1,112,702 square feet or 25-544 acres of land.
0
3
LOCATION MAP
NOT TO SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
►".
IRF IRON -ir FOUND
IRS '0' «sr SET
BUILDING
ROW RIGHT—OF—WAY
SIDEWALKUE UTILITY EASEMENT
FME FENCE MAINTENANCE EASEMENT
SE
•
1. *SELLING A PORTION OF THIS ADDITION BY METES AND
BOUNDS DESCRIPTION, WITHOUT A REPLAT BEING APPROVED
BY THE CITY OF THE COLONY, IS A VIOLATION OF CITY
ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND
WITHHOLDING OF UTILITIES AND BUILDING PERMITS."
2. SIDEWALKS (WHICH ARE REQUIRED IN ALL RESIDENTIAL
DISTRICTS AND WHEREVER PEDESTRIAN TRAFFIC MAY BE
GENERATED) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
CITY OF THE GOLONY"S SPECIFICATIONS. THE DEVELOPER WILL
CONSTRUCT SIDEWALKS ALONG THE REAR AND SIDE LOTS THAT
ABUT THOROUGHFARES OR WHICH ABUT PERIMETER STREETS, OR
WHERE AN ALLEY IS ADJACENT TO A THOROUGHFARE. THE
BUILDER ON A LOT WILL CONSTRUCT ALL OTHER SIDEWALKS ON
THE FRONT AND SIDE OF LOTS INTERNAL STREETS.
r r r • s r
�rr s s •
r r • r
\ VV{\ Rim 1 Vi\ w! Yt�l\ {il IVl111L
\`\ ` KNOW ALL MEN BY THESE PRESENTS:
BLOCKCITY SIGNATURE
"On the day of * • this plot wasduty approved
by Planning t • Zoning Commissionof City of ♦ t
§00111111111111
Attest: _ !_.
City Secretary
THAT !, DAN B. RAMSEY, do hereby certify that I prepared this plot from an actual survey of the
land and that the corner monuments shown hereon were properly placed under my personal
supervision in accordance with the Platting Rules and Regulations of the City of The Colony,
Denton County, xas
STATE OF TEXAS —
WHEREAS, TP ABERDEEN III, LLC, is the owner of a parcel of land located in the City of the Colony, Denton County,
Texas, a part of a part of the B.B.B. & C.R.R. Survey, Abstract Number 182, and being all of Lot 13 and 14, Block
B, Aberdeen at Tribute Phase 3, an addition to the City of the Colony, as recorded in Volume 2015, Page 388,
Denton County Plat Records.
sIi i s • # ' s • ' # # • • _ #
r •
� "• •i# M • : f • a a M • # s �
EXECUTED this day of 2016.
TP ABERDEEN 1€€, LLC,
a Texas limited liability company
cHOLDINGS,-
�
partnership,
managerits
By. Wynnwood Peninsula Partners GP, LLC,
a Texas limited liability company,
its general partner
By. Matthews Holdings Southwest, Inc.,
a Texas corporation, its manager
B Y. az 2,
Kristian T. Teleki,
Senior Vice President
STATE OF TEXAS —
COUNTY OF DENTON—
This instrument was acknowledged before me on the ''_'day of � 2016,
by Kristian T. Teleki, Senior Vice President of MSW Wynnwood Holdings GP, LLC, a
Texas limited liability company on behalf of MSW Wynnwood Holdings, Ltd., a Texas
limited partnership on 'behalf of TP ABERDEEN Ili, LLC, a Texas limited partnership.
My commision expires:
Notary Public, State of Texas
Notary's printed name
,' l r
THE PURPOSE
••O REPLAT IS TO
REVISE
COMMON BETWEEN
BLOCK B.
i► � j` • �rl#s
11#A i►
ABERDEEN
AT TRIBUTE
PHASE 3
LOT 13R AND j BLOCK B
_r r� s
s s i s s«s r
26,294 SQUARE FEET OR 0.603 ACRES OUT OF THE
B.B.B. & C.R.R. SURVEY, ABSTRACT f •
THE CITY OF s s DENTON COUNTY,
• ABERDEEN 111, LLC,
#
..0 S. Sternmons Freeway, Suite 100
.
Lewisville, Texas r.
Contact: Kristian Telekl
R
P 18301 Quorum Drive, Suite 200 B (972) 248-7676
Dan B. Ramsey, R.P €»°S; No. 4172 Addison, Texas 75001
.....air...." a,s ..... Contact: Thomas Juhn
tt .......... I .......... Sheet 1 of 1 c„
4172�,,
STATE OF TEXASFE�O.yq
SUR14 CV
COUNTY OF DALLAS f ° % 3 t t - � /Ail Filed for Record
in the Official Records Of: �
L Denton County
BEFORE ME, the undersigned authority in and for the State of Texas, on this day personally ( On: 81912016 1:10:44 PM
In -�'
appeared Dan B. Ramsey, known to me to be the person whose name is subscribed to the v
the PLAT Records a�
foregoing Instrument and acknowledged to me that he executed the some for the purposes and Aberdeen at Tribute 0,
consideration therein expressed and in the capacity therein stated. Doc Number: 2016-2087
Number of Pages: 1
Amount: 50.00
Order .20160809000464
WITNESS MY HAND at Dallas, Texas, this 7th day of July, 2016. ::��v::v8... By: JR
o: �... ROSA M. GARCIA
Notary Public, State of Texas
*S
My Comm. Expires 04/13/20 =3
! .'t i ?wt" l • i 1 i9.s. �.�.. .,9�F .OF:;��`E'�,' Notary ID 12489220-5 L
Notary Public in and for the State of Texas.
2 RESIDENTIAL LOT SUBMITTED: APRIL 28, 2016