LINE TABLE 
CURVE 
TABLE 
LENGTH 
CURVE 
DELTA 
RADIUS TANGENT 
LENGTH 
CHORD 
Cl 
90'00'00" 
20.50' 
20.50' 
32.20' 
S19'51'17"W 28.99' 
C2 
90'00'00" 
20.50' 
20.50' 
32.20' 
S70'08'43"E 28.99' 
C3 
42'28'20" 
20.00' 
7.77' 
14.83' 
N4337'070E 14.49' 
C28 
57'1427" 
69.50' 
37.92' 
69.43' 
N20'09'42'E 66.58' 
C29 1 
54'31003' 
100.00' 
51.52' 
95.15' 
N21'31'240E 91.60' 
C30 
35'12'35" 
250.00' 
79.33' 
153.63' 
N66'23'12"E 151.23' 
C31 
10'17'10" 
150.00' 
13.50' 
26.93' 
S78'50'55W 26.89' 
C37 
28'08'06" 
110.00' 
27.56' 
54.02' 
S27'09'01'E 53.47' 
C38 
90100'00" 
37.00' 
37.00' 
58.12' 
586'13'05'E 52.33' 
C39 
43'16'58' 
32.50' 
12.89' 
24.55' 
S19'34'36E 23.97' 
C40 
90'00'00" 
32.00' 
32.00' 
50.27' 
S86'13'05"E 45.25' 
C41 
35'05'59' 
20.00' 
6.33' 
12.25' 
N66'19'54"E 12.06' 
C42 
16'04'22" 
200.00' 
28.24' 
56.10' 
S56'49'06"W 55.92' 
C43 
90'00'00" 
38.00' 
38.00' 
59.69' 
N19'51'17"E 53.74' 
C44 
26'15'04" 
26.00' 
6.06' 
11.91' 
N51'43'45'E 11.81' 
C45 
16'04'22" 
200.00' 
28.24' 
56.10' 
S56'49'060W 55.92' 
C46 
67'21'23" 
37.00' 
24.66' 
43.50' 
N31*10'36"E 41.04' 
C47 
22'38'37" 
110.00' 
22.02' 
43.47' 
N13'49'24"W 43.19' 
C48 
23'34'54" 
86.50' 
18.06' 
35.60' 
N13'21'16"W 35.35' 
C49 
9'54'41" 
200.00' 
17.34' 
34.60' 
N30'06'03"W 34.55' 
C50 
17'19'29" 
200.00' 
30.47' 
60.47' 
526'23'40"E 60.24' 
C51 
61'00'46" 
32.50' 
19.15' 
34.61' 
S34'20'540W 33.00' 
C52 
61'00'46" 
32.50' 
19.15' 
34.61' 
N34'20'S4"E 33.00' 
C53 
16'04'22" 
188.00' 
26.54' 
52.74' 
S56'49'06"W 52.57' 
C54 
16'04'22" 
212.00' 
29.93' 
59.47' 
S5649'06"W 59.28' 
C55 
16'04'22' 
169.50' 
23.93' 
47.55' 
S56'49'06"W 47.39' 
C56 
16'04'22" 
230.50' 
32.54' 
64.66' 
S56'49'06"W 64.45' 
C57 
13'23'01" 
55.00' 
6.45' 
12.85' 
S58.09'47"W 12.82' 
C58 
61'00'46" 
20.00' 
11.78' 
21.30' 
N3420'54"E 20.31' 
C59 
61.00'46" 
45.00' 
26.51' 
47.92' 
S34'20'54"W 45.69' 
LINE TABLE 
UNE 
BEARING 
LENGTH 
Ti 
N25'08'43W 
64.00' 
T2 
N64'51'17'E 
86.15' 
T3 
S25'08'43"E 
2.00' 
T4 
N64'51'17'E 
69.79' 
T5 
S25'08'43"E 
65.00' 
T6 
N25'08'43"W 
57.84' 
T31 
S08'27'32"E 
38.98' 
T32 
N05'44'08"W 
24.63' 
T33 
N41'13'05'W 
35.65 
T34 
S86'1 3'05'E 
14.14' 
T35 
S48'46'55"W 
10.79' 
T36 
S0346'55"W 
14.14' 
T37 
S06'40'31 "W 
16.09' 
T38 
N79'54'27"W 
18.73' 
T43 
S13'04'58"E 
18.77' 
T44 
S15'09'41"W 
11.07' 
T45 
S86'1 3'05"E 
7.07' 
T46 
S0346'55"W 
7.07' 
T47 
NO2'03'53"E 
23.30' 
T48 
S41'13'05"E 
37.32' 
T49 
N25'08'43"W 
60.50' 
T50 
N70'08'43"W 
7.07' 
T51 
N19'51'17"E 
7.07' 
T52 
S41'1 3'05"E 
52.36' 
T53 
S41'13'05"E 
56.00' 
T54 
S41'13'05"E 
56.00' 
T55 
S4113'05'E 
85.00' 
T56 
S41'13'05"E 
85.00' 
T57 
S41'13'05"E 
56.01' 
T58 
N25'08'43"W 
57.94- 
T59 
N25'08'43"W 
53.32' 
T60 
S79'05'21"E 
59.54' 
T61 
S00'59'34"W 
105.98' 
T62 
S00'59'34"W 
77.05' 
T64 
N64'51'17"E 
122.60' 
T65 
S38'31'430E 
10.00' 
T66 
N64'51'17'E 
92.29' 
T67 
N64'51'17"E 
109.10' 
T68 
S24'59'55"E 
41.36' 
T69 
S24'59'55"E 
34.37' 
T70 
N25'08'43"W 
51.57' 
T71 
N69'17'24"W 
11.83' 
T72 
S64'51'17"W 
26.96' 
T73 
N85*18'05"E 
25.38' 
T74 
N59'45'01"E 
23.46' 
T75 
S71'10'24"W 
25.05' 
T76 
N80 22'36"E 
33.32' 
T77 
N09'09'22"W 
5.00' 
T78 
S80'22'36"W 
32.88' 
T79 
S71'10'24"W 
24.15' 
T80 
S5945'01 "W 
24.10' 
T81 
585'18'05"W 
25.61' 
T82 
S64'51'17`W 
24.96' 
T83 
N69'17'24"W 
14.36' 
TB4 
N25'08'43"W 
52.19' 
T85 
NO2'00'59'W 
98.18' 
T86 
N57*19'37"E 
27.49' 
T87 
S48'46'55"W 
29.00' 
T88 
S41'13'05'E 
5.00' 
T89 
S48'46'55"W 
29.00' 
T90 
S41'11 3'0!5"E 
8.00' 
T91 
N4846'55"E 
5.00' 
T92 
S41'13'05"E 
7.25' 
T93 
N57'19'37"E 
24.57' 
T94 
NO2'00'59"W 
105.05' 
T95 
S4846'55"W 
73.88' 
T96 
N54'43'44"E 
24.13' 
T97 
N48'46'55'E 
29.00' 
T98 
S41 *13'05"E 
5.Od 
T99 
S48'46'55"W 
29.00' 
T100 
N54'43'44"E 
24.13' 
1 101 
S48 -46-55"W 
73.88' 
BLOCK 3 
BELTLINE MARSH BUSINESS PARK 
VOLUME 94238, PAGE 1663 
M.R.D.C.T. 
LOT C 
BELT LINE ROAD 
(VARIABLE WIDTH RIGHT-OF-WAY) 
N05.46'28"W 
15.57' , 
TRACT I 
BELTLINE-MARSH BUSINESS PARK 
VOLUME 78155, PAGE 0001 
M.R.D.C.T. 
Delta=0'27'10" 
R=1971.00' 
T=7.79' 
L-15.58' 
Chd=N83'13'33"E 15.58' 
5/8" IRF W/ 
YELLOW 
PLASTIC CAP 
178.12' 
20.00' 1 114.22' 84.080.0 34.0' 29.44' 0 
N00*59e w --�'� I - - - - - - - 
-- -� (A Ji On 
30.5d, X' 
0.50,X' FOUND IN - __.i- - 
CONCRETE I _ _ - - - - -4 - ` 
- _---- 
Delta=9'22009" 
R=1960.00' wER EAE 272` <CM> 
T=160.61' sE p PG 
L=320.51' , C'Jokk $300".'1 , 
Chd-N76'19'50"E 320.15' 1a°��ME M 1;8' 22. �k 
�g• -- \ POINT OF BEGINNING 
RIGHT-OF-WAY EASEMENT \ 
DARYL N. SNADON 
VOLUME 88165, PAGE 3914 
D.R.D.C.T. R 
will 
1/2" IRF W/ YELLOW 
PLASTIC CAP 
_• - i � �- --- �ApPROX�M & iGN3 Hp pF- X35 � � � a� `� \ �i►� 
- -\! 1EXA5 p0 M�N3 & 5127' X31, i i 5 
5' GO E8 116' P A �'T -� ��'1 9 ' c' �� tJe3 
Op5/ V'� 
O i \J' 0 S 
\ 16 as \ 
�s1 �y � "j'�n.oN oma`\ w�•�,� 
SANITARY SEWER EASEMENT o, 5� \� 'y6�' �, y �a� o V_ \ O�No��� 
VOLUME 93108, PAGE 3477 G� �'` v a m cs 
4 'A a >r 
1 M X101 1 / 15 T.U. ELECTRIC EASEMENT Q \ h aj � F'cy; oo �, �a'0 0. 
VOLUME 93108, PAGE 3477 ya F \ hry oo \ off, 2 4 PF- ' ir \ 2� 
w I ' MRDCTj.r 
C-41 rn / V+, v s. 1 00. % f-1 yv'E N I 1 / v / �� ACCESS EASEMENT °�. 
I VOLUME 93084, PAGE 5513 �- 
I / ��• AS AMENDED BY \ (°6 ? moo. G� \ /� .� �g0 \ 
VOLUME 93113. PAGE 525 '� \ g� �� �2 ��d,• �'. ''r 7� Z cs+ �' 
�� ` +� D.R.D.C.T. a. 5 G �g 50 �y1 t, m i 
LOT 1-R, BLOCK A , ` �' I is, - _ / •'�� 
PRINTEMPS ADDITION NO. 2 lb 5.08' �2`� 1 � 
VOLUME 92162, PAGE 2258 +� 6.38 2°t1bXs ` 'X' FOUND IN 
M.R.D.C.T.tv 
'X' SET IN 
CONCRETE 
<CM> 
•h h`c - _ / O �V �'0 CONCRETE 
.'��_ �'� ��� s• S10'42'39"W 
�1A �P9 Q�oQP`` / / Q �ry - �, T34 s• 34.00' 
co 'X' FOUND IN 
oG Lb Np��,�/ / , \y' � � CONCRETE 
a D 
1 X 
�P � \ \ � a0 
1et�y p sal ��„ 
GAS F 2� 9Q P 0. 
ESQ` y�o moo 6 G JI 
7 Sc 23.5' A.5' 
10 
0 5\ � �• \ G acA � a`O 
ytp 
LOT 2R, BLOCK A 
LOT 2R & LOT 3, BLOCK A o' ya ��, o0 12 
PRINTEMPS ADDITION NO. 2 0 13'00,��,,, 
VOLUME 93108, PAGE 3477�,` tiN -' 
M.R.D.C.T. 
PARKING EASEMENT 
JME 93161, PAGE 4273 
D.R.D.C.T. \ 
67' 
/ / �'o E •,O 5 
36. A� ` ,(�/ \ 'X' FOUND IM 
1/2- IRF W/ RED CONCRETE /�, 
30. PLASTIC CAP 
5'� 
.� +,0�� s 366h s ss S'S2. 18.00''` 
� / \��� \ SB � 600 . �•/ \ �' •9F �hC� AGF O \° \ � Sl N64.51 
/ ACCESS EASEMENT \� 19 , h� ;p, �pp� `�04 
/ DOC. NO. 20070457735 p� G�. \ 5�5 D 
\ \ \t D.R.D.C.T. .y0 ��' ��c� \ �� \ \ O 
18,- �F \sA 1 X "J&- ` I / sA 
17, 
R 061 s�. 76h6• 
\ \ Jr. 16 
GF ���, � � 5 h 866�� ti •s. 690, s oo °sF ,�•t / 
\ 209.0J� 15 .g�� GF 5°Y'O �� ,yph ��^� /© s� 
\ .a oo�9s .�1 �3 �g 60 \ 9F ��0 0 oke S. J'� <" 6 Olk 
\ c� o F �T' �• �. �6 6° 4. �,°� s'ys- 101. / 3X 
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13, �,�q� 
441 /qlo 
A I 
\ \ ,yam r,°� �" 11 a � •°b•. 
Jr 
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\ DRAINAGE EASEMENT r3'• / f "3 
\ OC. NO. 20070457738 \ �� O �s� '� ``�� P�' ���' `P ° - �V 1 I 
\ D.R.O.C.T. / s. N 
s�o�°S.J� 
\ S. A, 5 0- 
osos. 
30 0• F Qo �e 
LOT 3C-1 \ / / / ��' 3p C38 o j 4 F 66 > 
\ / �%' / ��' 2� 95 s• s�, y�o �L / yo % o 
y, ° S, .y9 / o• F ycP /rytx• 
ADDISON TOWN CENTER \ \ �g� >z,3 3 °• 'FPS / \ 31 
LOTS 3A,3B,3C-1,4R-1 & 5 \ J / s- o \ s o 
VOLUME 94176, PAGE 01630 �/ / sA°s� MJF. ,yp,�/ �s 0' ��, ,ytx° 
M.R.D. C. T. / \ / / \ 11, . 2 / / s 32 s \ 11 
tx- 
LEGEND / / / \' /' \ \ \ 1 °• F, / so�0s. 
i / \ �o°% v 33 F 
AE -PUBLIC ACCESS EASEMENT 
BL = BUILDING LINE / / / \ \ ��� Boa \AGF / yc�34 $ ®sF ( .yob 
DE = DRAINAGE EASEMENT 
HOA =HOMEOWNER'S ASSOCIATION / / ° 
/ / 30'UE \ \ �� C40 �r,, O / Q2, S� QpF se �O� T 
PDE = PRIVATE DRAINAGE EASEMENT i / VOLUME 94176, PAGE 1630 t'. �y 35 
D.R.D.C.T. \ `1j �S `gyp /' 
SUE = SIDEWALK & UTILITY EASEMENT 36'°°, 
SSE = SANITARY SEWER EASEMENT 
SWE = SIDEWALK EASEMENT / / \ sAJ 37°° osE` 
UE = UTILITY EASEMENT 
WE = WATER EASEMENT , 
C.T. = DEED RECORDS DALLAS COUNTY, TEXAS \\\ s• \\ 38 o°os� hQ� °i� 
D.R.D.C.T. 
M.R.D.C.T. = MAP RECORDS, DALLAS COUNTY, TEXAS 
DOC# = DOCUMENT NUMBER 
IRF = IRON ROD FOUND / 
= DENOTES STREET NAME CHANGE 
DRAINAGE EASEMENT / 
o = 
1/2" IRON ROD FOUND (UNLESS OTHERWISE NOTED) DOC. ND.R20070457738//\ 
D.C.T. j \ / / 
• = 
1/2- IRON ROD SET W/ YELLOW PLASTIC CAP STAMPED "DAA" 25'UE 
(UNLESS OTHERWISE NOTED) VOLUME 94176, PAGE 1630 
D.R.D.C.T. 
REVISED: OCTOBER 28 
1� �4 
,�5 0 
1/2" IRF W/ YELLOW 
PLASTIC CAP 
CIS 
`\ I N 
ow. 20 iA 
1� N 01 0"A 
19 
18 
17 
1600. 
5 s_ u� 8g7. ,�p,64 N6g1 0 
G�tk 2� 
22 ! 1 
00� 23 i°a V'e A n 
IX. O, tJ� m. 24 .�. u', 2'' 
O O c^ 5 PDE 
9.40' � ( 
�q- -' o• 26 s �'s I 
Jk.\<27 Ok,��� w�� 4.84,Ed.$ 
�i \ ' itis ' �r°� '•?, 84' 2 
5'24 � 
e.a..8$� z S7g•49'35"W 95.3 
PARK DEDICATION 
ADDISON TOWN CENTER 
VOLUME 93237, PAGE 3840 
M.R.D.C.T. 
N 
NW 
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in a ►= 
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LJ CQ 
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THE PURPOSE OF THE REPLAT IS TO 
REVISE UTILITY EASEMENTS AND ADD 
II 
PUBLIC ACCESS EASEMENTS I 
DOCUMENT �0. 
100' 
LOCATION MAP 
NOT TO SCALE 
w - 
GRAPHIC 
SCALE 
40 120 
( DR FEET ) 
1 inch = 40 ft. 
PLAT NOTES: 
1. BASIS OF BEARING DERIVED FROM THE PLAT OF LES LACS 
PLAZA SUBDIVISION, RECORDED IN VOLUME 83064, PAGE 2724, 
MAP RECORDS, DALLAS COUNTY, TEXAS. 
2. ALL LOT CORNERS ARE MONUMENTED WITH A 1/2" IRON ROD 
WITH A YELLOW PLASTIC CAP STAMPED "DAA". 
3. "X" CUTS SET IN CONCRETE STREET PAVING AT ALL 
INTERSECTIONS AND POINTS OF CURVATURE. 
4. LOT 1X, BLOCK B, LOTS 1X, 2X, 3X AND 4X, BLOCK C AND 
LOT 1X, BLOCK D SHALL BE OWNED AND MAINTAINED BY THE 
HOA. 
73 LOTS e- 8.140 ACRES 
REPLAT 
ASBURY CIRCLE 
TOWN OF ADDISON 
THOMAS L. CHENOWITH SURVEY, ABSTRACT NO. 273 
DALLAS COUNTY, TEXAS 
AUGUST 2008 SCALE: 1"=40' 
OWNER 
ASHTON DALLAS RESIDENTIAL, L.L.C. 
8111 LBJ FREEWAY SUITE 1500 
972-301-6600 DALLAS, TEXAS 75251 
ENGINEER 
MAW DOWDEY, ANDERSON & ASSOCIATES, INC. 
5225 V1�ap Creek Drive, Suite 200 Plano, Texas 75093 972-931-0694 
1 OF 2 
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BILLY MITCHELL 
SQUIRES 
UNDBERG 
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ADDISON WEST 
6 
BELT UNE 
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� 
APIR 
SIDNEY 
NORTH 
LOCATION MAP 
NOT TO SCALE 
w - 
GRAPHIC 
SCALE 
40 120 
( DR FEET ) 
1 inch = 40 ft. 
PLAT NOTES: 
1. BASIS OF BEARING DERIVED FROM THE PLAT OF LES LACS 
PLAZA SUBDIVISION, RECORDED IN VOLUME 83064, PAGE 2724, 
MAP RECORDS, DALLAS COUNTY, TEXAS. 
2. ALL LOT CORNERS ARE MONUMENTED WITH A 1/2" IRON ROD 
WITH A YELLOW PLASTIC CAP STAMPED "DAA". 
3. "X" CUTS SET IN CONCRETE STREET PAVING AT ALL 
INTERSECTIONS AND POINTS OF CURVATURE. 
4. LOT 1X, BLOCK B, LOTS 1X, 2X, 3X AND 4X, BLOCK C AND 
LOT 1X, BLOCK D SHALL BE OWNED AND MAINTAINED BY THE 
HOA. 
73 LOTS e- 8.140 ACRES 
REPLAT 
ASBURY CIRCLE 
TOWN OF ADDISON 
THOMAS L. CHENOWITH SURVEY, ABSTRACT NO. 273 
DALLAS COUNTY, TEXAS 
AUGUST 2008 SCALE: 1"=40' 
OWNER 
ASHTON DALLAS RESIDENTIAL, L.L.C. 
8111 LBJ FREEWAY SUITE 1500 
972-301-6600 DALLAS, TEXAS 75251 
ENGINEER 
MAW DOWDEY, ANDERSON & ASSOCIATES, INC. 
5225 V1�ap Creek Drive, Suite 200 Plano, Texas 75093 972-931-0694 
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OWNER'S CERTIFICATE AND DEDICATION 
STATE OF TEXAS § 
COUNTY OF DALLAS § 
WHEREAS ASHTON DALLAS RESIDENTIAL, L.L.C. is the owner of a tract of land located in the THOMAS L. CHENOWITH SURVEY, 
ABSTRACT NO. 273, Addison, Dallas County, Texas and being a part of LES LACS PLAZA SUBDIVISION, an Addition to the 
Town of Addison, Dallas County, Texas according to the Plat thereof recorded in Volume 83064, Page 2724, Map Records, 
Dallas County, Texas and being all of a tract of land described in Deed to PHCG Investments, recorded in Volume 93233, 
Page 3084, Deed Records, Dallas County, Texas and and being all of Lot 2, Block A of SKIP BAILEY ADDITION, an Addition to 
the Town of Addison, Dallas County, Texas according to the Plat thereof recorded in Volume 2005125, Page 1, Map Records, 
Dallas County, Texas and being Lot 4R-1 of ADDISON TOWN CENTER, an Addition to the Town of Addison, Dallas County, 
Texas according to the Plat thereof recorded in Volume 94176, Page 1630, Map Records, Dallas County, Texas and being 
more particularly described as follows: 
BEGINNING at a 1/2 inch iron rod found in the South right—of—way line of Belt Line Road, a variable width right—of way, at 
the Northeast corner of said LES LACS PLAZA SUBDIVISION and said PHCG tract; 
THENCE South 25 degrees 08 minutes 43 seconds East, leaving said South right—of—way line and along the East line of said 
LES LACS PLAZA SUBDIVISION and said PHCG tract, a distance of 229.48 feet to a 1/2 inch iron rod with a yellow plastic 
cap found for corner; 
THENCE South 00 degrees 55 minutes 55 seconds West, continuing along the East line of said LES LACS PLAZA SUBDIVISION 
and said PHCG tract, a distance of 284.37 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" set at the 
Southeast corner of said PHCG tract and the Northeast corner of ADDISON TOWN CENTER, an Addition to the Town of 
Addison, Dallas County, Texas according to the Plat thereof recorded in Volume 93237, Page 3840, Map Records, Dallas 
County, Texas; 
THENCE South 79 degrees 49 minutes 35 seconds West, leaving the East line of said LES LACS PLAZA SUBDIVISION and 
along the common line of said PHCG tract and said ADDISON TOWN CENTER recorded in Volume 93237, Page 3840, Map 
Records, Dallas County, Texas, a distance of 195.38 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" 
set at the Southwest corner of said PHCG tract and the Southeast corner of said Lot 2; 
THENCE South 10 degrees 12 minutes 12 seconds West, leaving said common line, a distance of 72.69 feet to a 1/2 inch 
iron rod with a yellow plastic cap stamped "DAA" set for corner; 
THENCE South 48 degrees 46 minutes 55 seconds West, a distance of 302.78 feet to a 1/2 inch iron rod with a yellow 
plastic cap stamped "DAA" set for corner; 
THENCE North 41 degrees 13 minutes 05 seconds West, a distance of 604.70 feet to an "X" set in concrete at the most 
Westerly corner of said Lot 2; 
THENCE North 39 degrees 49 minutes 52 seconds East, a distance of 262.96 feet to an "X" found in concrete paving at 
the most Southerly Northwest corner of said Lot 2; 
THENCE North 00 degrees 59 minutes 34 seconds East, a distance of 30.50 feet to a 1/2 inch iron rod found in said South 
right—of—way line of Belt Line Road at the most Northerly Northwest corner of scid Lot 2; 
THENCE Northerly and Easterly, along said South right—of—way line, the following three (3) courses and distances: 
South 89 degrees 00 minutes 26 seconds East, a distance of 178.12 feet to a 1/2 inch iron rod with a yellow plastic cap 
stamped "DAA" set for corner; 
North 05 degrees 46 minutes 28 seconds West, a distance of 15.57 feet to a 1/2 inch iron rod with a yellow plastic cap 
stamped "DAA" 
DAA set for corner at the beginning of a non—tangent curve to the left having a central angle of 00 degrees 
27 minutes 10 seconds, a radius of 1971.00 feet and a chord bearing and distance of North 83 degrees 13 minutes 33 
seconds East, 15.58 feet; 
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: 
That ASHTON DALLAS RESIDENTIAL, L.L.C. ("Owner") does hsreby adopt this replat designating the herein above described 
property as ASBURY CIRCLE, an addition to the Town of Addison, Texas, and subject to the conditions, restrictions and 
reservations stated hereinafter, owner dedicates to the public use forever the streets and alleys shown thereon. 
The easements shown on this plat are hereby reserved for the purposes as indicated, including, but not limited to, the 
installation and maintenance of water, sanitary sewer, storm sewer, drainage, electric, telephone, gas and cable television. 
Owner shall have the right to use these easements, provided, however, that it does not unreasonably interfere or impede 
with the provision of the services to others. Said utility easements are hereby being reserved by mutual use and 
accommodation of all public utilities using or desiring to use the same. An express easement of ingress and egress is 
hereby expressly granted on, over and across all such easements for the benefit of the provider of services for which 
easements are granted. 
Any drainage and floodway easement shown hereon is hereby dedicated to the public's use forever, but including the 
following covenants with regards to maintenance responsibiities. The existing channels or creeks traversing the drainage and 
floodway easement will remain as an open channel, unless required to be enclosed by ordinance, at all times and shall be 
maintained by the individual owners of the lot or lots that are traversed by or adjacent to the drainage and floodway 
easement. The town will not be responsible for the rnaintetance and operation of said creek or creeks or for any damage or 
injury of private property or person that results from the low of water along said creek, or for the control of erosion. No 
obstruction to the natural flow of water runoff shall be pe-mitted by construction of any type building, fence or any other 
structure within the drainage and floodway easement. Provded, however, it is understood that in the event it becomes 
necessary for the town to channelize or consider erecting any type of drainage structure in order to improve the storm 
drainage, then in such event, the town shall have the righ:, but not the obligation, to enter upon the drainage and floodwoy 
easement at any point, or points, with all rights of Ingres: and egress to investigate, survey, erect, construct or maintain 
any drainage facility deemed necessary by the town for maintenance or efficiency of its respective system or service. 
Water main and sanitary sewer easements shall also incluce additional area of working space for construction and 
maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of manholes, 
cleanouts, fire hydrants, water service and sewer services from the main to curb or pavement line, and the descriptions of 
such additional easements herein granted shall be determhed by their locations as installed. 
This plat is approved subject to all platting ordinances, rues, regulations and resolutions of the Town of Addison, Texas. 
(L 
Witness my hand at Dallas, Texas this the _ day :f _ 2008. 
ASHTON DALLAS RESIDENTIAL, L.L.C. 
r 
Xtson 
Division President 
STATE OF TEXAS § 
COUNTY OF DALLAS § 
BEFORE ME, the undersigned, a Notary Public, on this da personally appeared Eric Robinson, Division President of Ashton 
Dallas Residential, L.L.C., 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 as .he act of said Limited Liability Company for the purpose and 
consideration therein expressed and in the capacity therei stated. 
GIVEN -UNDER MY HAND AND SEAL OF OFFICE, this the 4_ day of 2008. 
/ f l 
South, a distance of 70.00 feet to a 1/2 inch iron rod found for corner; 
South 
33 
degrees 06 minutes 17 
Notary Public in and for the State of Texas 
Easterly, along said curve to the left, an arc distance of 15.58 feet to 
a 5/8 inch iron 
rod found with a yellow plastic cap 
at the 
Northwest corner of Lot 2R, Block A of PRINTEMPS ADDITION NO. 
2, an Addition 
to the Town of Addison, Dallas 
County, 
Texas according to the Plat thereof recorded in Volume 93108, 
Page 3477, Map 
Records, Dallas County, Texas; 
THENCE 
Southerly and Easterly, leaving said South right—of—way line and 
along the common 
line of said Lot 2 and said Lot 
2R, the 
following eight (8) courses and distances: 
South, a distance of 70.00 feet to a 1/2 inch iron rod found for corner; 
South 
33 
degrees 06 minutes 17 
seconds West, a distance of 84.83 feet to an "X" found in concrete paving; 
South 
10 
degrees 42 minutes 39 
seconds West, a distance of 34.00 feet to an "X" found in concrete poving; 
South 
25 
degrees 08 minutes 13 
seconds East, a distance of 120.82 feet to a J2 inch iron rod with a red plastic cap 
found 
for 
corner; 
South 52 degrees 33 minutes 10 seconds East, a distance of 61.03 feet to a 1,'2 inch iron rod with a yellow plastic cap 
stamped "DAA" set for corner; 
North 64 degrees 51 minutes 17 seconds East, a distance of 93.08 feet to a 12 inch iron rod with a red plastic cap 
found for corner; 
North 25 degrees 08 minutes 43 seconds West, a distance of 18.00 feet to an Y' found in concrete paving; 
North 64 degrees 51 minutes 17 seconds East, a distance of 69.48 feet to a 1)'2 inch iron rod with a yellow plastic cap 
stamped "DAA" set for corner in the West line of said LES LACS SUBDIVISION and said PHCG tract at the most Easterly 
Southeast corner of said Lot 2R; 
THENCE North 25 degrees 08 minutes 43 seconds West, along the common line o' said LES LACS SUBDIVISION and said 
PHCG tract, a distance of 282.81 feet to a 1/2 inch iron rod with a yellow plastic cap found in said South right—of—way 
line at the Northwest corner of said LES LACS SUBDIVISION and said PHCG tract tnd at the beginning of a non—tangent 
curve to the left having a central angle of 09 degrees 22 minutes 09 seconds, a radius of 1960.00 feet and a chord 
bearing and distance of North 76 degrees 19 minutes 50 seconds East, 320.15 fest; 
THENCE Easterly, along said South right—of—way line and said curve to the left, ai arc distance of 320.51 feet to the POINT 
OF BEGINNING and containing 8.140 acres of land, more or less. 
.JO�>0�.��0��►w��1.O1��+��01`�Y'IOSOti 
`gµ1111//„ I 
_",Ry1PYsel�, PAT9ICIA A. GILSTRAP 
�e a 
:. _ �`f s � r10i3Py Nibilo, $:elE 01 T8X83 g 
My Commissia, Expires 04-28-18 f 
��.� Baa. � � ... � aw., -.��o1�rA•►•l�O, 
SURVEYOR'S CERTIFICATE 
STATE OF TEXAS § 
COUNTY OF COLLIN § 
KNOW ALL MEN BY THESE PRESENTS: 
That I, Sean Patton, do hereby certify that 1 prepared this plat from an actual and accurate survey of the land and that 
the corner monuments shown hereon were found or properly placed under my personal supervision in accordance with the 
Platting Rules and Regulations of the Town of Addison, Texas. 
Sean Patton 
Registered Professional Land Surveyor 
No. 5660 
STATE OF TEXAS § 
COUNTY OF COLLIN § 
BEFORE ME, the undersigned, e Notary Public in and for the State of Texas on this day personally appeared Sean Patton, 
known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he 
executed the same for the p;;rpose and considerations therein expressed, and in the capacity therein stated. 
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of2008. 
RAYMON----____ A 
of 
Notary Public, SSateNof OZexas 
4*`,,, My Commission cx 
I June 29, 2070pires 
Nbfary Public in and for the State 6f 
)Texas 
CERTIFICATE OF APPROVAL 
APPROVED BY THE CITY COUl`CIL OF THE TOWN OF ADDISON, TEXAS, ON THE DAY OF 
-_-, 2008. 
CITY SECRETARY 
Ar 
DOCUMENTJO. 
CON OR ED COPY 
OFFICIAL PUaL C RECORDS 
;car F Warren Count -,s Clerk 
Dallas Cai113ty TEXAS 
Ja :uar 
FEE: $b5,00 
73 LOTS 8.140 ACRES 
REPLAT 
ASBURY CIRCLE 
TOWN OF ADDISON 
THOMAS L. CHENOWITH SURVEY, ABSTRACT NO. 273 
DALLAS COUNTY, TEXAS 
AUGUST 2008 SCALE: 1 "=40' 
OWNER 
ASHTON DALLAS RESIDENTIAL, L.L.C. 
8111 LBJ FREEWAY SUITE 1500 
972-301-6600 DALLAS, TEXAS 75251 LL 
C 
ENGINEER 
DOWDEY, ANDERSON & ASSOCIATES, INC. 
5225 Village Crede Drive, Suite 200 Plano, Texas 75093 972-931-0694 Q 
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