BOUNDARY AND LOT 
I I Nh., F I \B I - 
LINE 
DELTA 
BEARING 
ARC 
DISTANCE 
L1 
N 
00'02'32" 
E 
23.31 
L2 
N 
89'57'28" 
W 
30.00 
L3 
S 
00'15'05" 
E 
18.67 
L4 
IN 
00'17'00" 
E 
33.41 
L5 
N 
89'43'00" 
W 
25.29 
L6 
N 
00'00'00" 
E 
30.00 
L7 
S 
89'43'00" 
E 
20.43 
L8 
N 
00'17'00" 
E 
31.40 
L9 
S 
89'57'28" 
E 
9.91 
L10 
S 
89'43'00" 
E 
25.29 
L11 
S 
00'17'00" 
W 
33.41 
L12 
S 
90'00'00" 
W 
25.07 
L13 
S 
89'45'43" 
W 
7.97 
L40 
S 
89'5728 
W 
7.00 
L41 
N 
59'10'04" 
E 
8.66 
(-Imi I s\I,I I 
CURVE 
DELTA 
RADIUS 
ARC 
DISTANCE 
BEARING 
N 
CHORD 
C1 
45'00'22" 
20.00 
15.71 
S 
22'32'41" 
_ a_I J• 
W 
15.31 
C2 
23'43'01" 
44.00 
18.21 
S 
33'11'22" 
Live Oak 28" 
W 
18.08 
C3 
68'25'52" 
20.00 
23.89 
S 
55'32'47" 
n 
W 
22.49 
C17 
37'45'26" 
115.00 
75.78 
S 
18'38'26" 
N 
W 
74.42 
C18 
35'27'52" 
100.00 
61.90 
S 
19'47'13" 
L23 
W 
60.91 
C19 
11'43'08" 
107.00 
21.88 
N 
07'46'36" 
21.44' 
E 
21.85 
C20 
20'26'18" 
101.00 
36.03 
N 
27'18'00" 
E 
E 
35.84 
C21 
37'45'26" 
114.00 
75.12 
N 
18'38'26" 
' 42.0' 
E 
73.77 
I 
"Hawthorn Suites by Wyndham" I I I 
I I 
1 ( I 
I w 
ISI 
10' Water Esmt.- ---I 
Vol. 93237, Pg. 37 
LOT 1, BLOCK A 
I 
MAINSTAY SU#TES OF ADDISON ADDITION 
VoL 98237, Pg. 37 
OWNER: I I 
15200 ADDISON RD. 
10' Water Esmt. DHRUV HOTELS, LP 1 I 
Vol. 93078, Pg.2540 INSTR. NO. 200600235866 I 1 
Live Oak 30" 
8" WATER MAIN 
271.50' 
10' x 15' Water Esmt-1711 
OWNER: 
15180 ADDISON RD. I N w 1 
NEW PRIVATE RESTAURANT PROPERTIES, LLC 
INSTR. N0. 201200088798 1 0 
LOT 11 
ADDISON ROAD - QUORaJ/vfI A�DITIOi`II 
VoI. 93041, IP6. 2824 
Mulberry 16" 
w{ t 
Cedar Elm 110 l 
14" SAN SEWER I 
1 
I, 
One Story Building 
"Outback Steakhouse" I I 
1 3 
Cedar Elm 110" 
�I 
I �I 
I 
OWNER: 
4900 EDWIN LEWIS DR. d 
I INNKEEPERS SUMMERFIELD 
I \ VOL. 98042 PG. 4783 2" GAS 
• _ �_ ., �ti , _. _... m . '_ _ - - - - 
a0\Drcllnoge Esmt.:..... ...... ... .._-.n w. m.. .a ..,., s ..,warER _... ._..-;1 .. ___,...._ _-.....�, . .... 
�0' Sanitary Sewer Esmt. L®T 1, BLOCK A 24' Fire Lane 
1 V_&,95119, Pg. 4232 S(11MMERF9ELD\ARAPAI--IO\ADDISOfy ADDITION Vol. 95119, Pg- 4232 
w 
Cedar Elm 6"®8• 95119, Pg. 4232 ak 70" i 
N I Live Oak 12" 9 P/S - - - -nT 
10 P/S edar Elm 12' s P�Sve Ook 10Live Oak 10" Live Oak 10" Live Oak 10" 
0 0 0 0 o 5I8" i 
LOT I 
QUORUM CENTRE - EAST NO. 2 
VOL. 2001188, PO 145 
OWNER: 
15255 QUORUM DR. 
APPLE SEVEN HOSPITALITY 
INSTR. NO. 20070291264 
112" irf 
.76' 
o 
4 }�j 4.95' 
112" irf 
TORM' Cedar Elm 12" Live Oak 12" 8.88 
I Liv Oak 12" � Live Oak 10" Live Lak 12 
% irf 
_-` S89°43'00"E 253.67'" 
,Gh " 24' Ingress/Egress & Util. Esmt. O, r 
- 
/ �- - - - - - - - - - - - - this Pfat) _ ------ a \6 _ 
S89`43'00"E 246.52' 1"s r \� 
b -�_jJ ff 
en 0O 
126 
/61 
1 3 0 
ptonwoo 18"I '"'vi. ... `..' 
I._. r J I . 
1 w 00 
I �I 
OLLJI' I 
ADDISONSOUTHWESTLTD. I I F_. ,, I+ 
O I j 4901 BELT LINE RD. 
VOL. 90128, PG. 2 6 r 
- I 1/2" irf 1,1/2" irf 
I w t PROPOSED LOT 3A It P/s 
m 1 ' 1126,211 square tees �+ L29 � I L171X" �nd 9 
2.89739 acres 
L ,• O 
NCo (For Conveyance Purposes On#y) I I .I 
I i Ito 
mQ 
o�N�oo6II� 0-�ozI 
I�I0 oI 
I ISIn7 
L31�E 
IooI� B -D \o�\-TRACT DESCRIBED IN 0)f 
N I I 
,"Vol. 491, Pg. 630 In o 0!: J o 0 1 
IF o I IJ ZI Flo I 
> r 1 I ol. 85078, Pg. 4913 a o I N 
I°° I IF 
�ilineral rights reserve o - 3 I �' 
I I g Q ILr: 
M I G 
250.62' (Plat) 
Z 
0 
P 
P � 
7L � 
Ln 
o® 
Uj in 
r 
ku 
U 
Live Oak 
x 11set 
Q IrCA RG fl= 25.9 30_.1 y J V G G/ 1. TV 
0 L33 
130.18 cirTLU 
g S89°43'0 2 03�� Lwe. oak o -.R \ West "49.07' - a - J 
d I'�., 
IzI 1P w o Outbock - ry ,,-\�d4ak12---,...�o..,...�..,.. 1---�-- O 0 ,.� I � � ---- ----------- ----- --- 
,f st�at<na>�igR- 15 ,Util. Esmt. ::r�� cn �' I TRACT DESCRIBED IN --I°° , (�- 
N N89`43'00"W 2-0 L23 1 
(By tfi`i..Plat ..� o L5 j g 24' Ingres/Egress & Util. smt. F_ 
�' - - I 
)n u �- I cir - Vol. 83249, P 0075 
t I 
N L 8 aA a o � rl L10 c7� �IMineral rights reserved - - - By this Plat) - _ _ _ LZ 
^ 63 .18 1 N rn ao o QO I (�' C7 _._`ry L22 / ,_ _ a _.,_ .. St. -... 16:.60 - ` 
I E � Q, � ��,.�,�.��._..m _.,_.�G�.._. I I) � "x" set 
CL U, o, d 
-LEGEND= 
o property corner 
P/S parking spaces 
& handicap parking 
V gas meter 
bollard 
C manhole 
cleanout 
0 sprinkler valve 
® water meter 
m water valve 
t fire hydrant 
® transformer 
p 40 80 feet 
iR power pole 
# light standard SCALE: 1 " = 40' 
9 tele/ cable pedestal 
-o- sign 
VICINITY 
underground vault ntsMAP 
s 
tree 
_ guy wire 
-E E aerial power line 
iron fence 
��- - wood fence 
gas line 
_ water line 
sanitary sewer line 
_. _..._m_...= storm sewer line 
N I o I 24 tigress/Egress -1 --t2 West 385.71 3 .20 LOT II 
zl 0 & Util. Esmt. - clr 2 P S 
Q= o 1 S d^ OWNER: m ars 
Cn o 4=o m o o ! (By this Plat) f _, I 12 P/S (> 
East �k-�,9 77' BELT LINE � QUORUM ADDITION 3 P/S / 
�_ o _. 
N o I I o 0 o ADDISON SOUTHWEST LTD. L37 ° O I I I w` •'` I I p x V®I. 91077, Pg. 4068 
N N N 4901 BELT LINE RD. 
- - 1 
VOL. 90128, PG. 2666 I 30' 1 ress/Egress & Util. Esmt. - - ear 6" 
„s� r I Oo CO Ln I -.: I (By this Plat) N k,-- M OWNER: I w i a w w�w OWNER: 
> 3 3 > > > f I I rj N JI „3 I .j ADDISON SOUTHWEST LTD. QUORUM RETAIL, LTD 
$ y 1 VOL. 90128, PG. 266 I I o VOL. 96251, PG. 5142 
O 
Live Oak 20" ,`` w Air` - 4901 BELT LINE y 15100 QUORUM DR. 
f L35 z I I I �' 1 ... r� 
�- " 
Ten orar Drainage I I- I kb - �-- O 18 P/S y 10 P/S 
3 I p/ y g O i I w 1 I 10"1 
14, ,0" I 2.45'y O 00 
I Esnt. By this Plat) I cn �a 1 .. O .._.___.._ 
M 
West Live oak I k 
I st - 380.34' ��, 0 5e irf 10 P/s 
✓ e 
Q " I ( 20 / 
1 
Liv 14 1 i Oak 8-J S 
22.23' t 44.70' ' 05� � c r � 
O 3 ` „X" fnd „X" S 180 93' P ° West 2..'0.64' P s 
st 
irf = iron rod found for corner 
"x" set = "x" cut in concrete set for corner 
I 
"x" fnd = "x" cut in concrete found for corner 
Basis of Bearings: t 
Bearings are based upon a westerly line (North 00"17'00" East) of Lo 
14; t; to the Town of 
Cedar 70 edar 8" 
1 15 P/S I 15 P/S J 
p x .x 5' Utility Esmt. I I x" fnd 
I:::I: �' -J �----- - --- - Cedar 10., 
Vol. 2005102, Pg. 184, 
15' Water Esmt. I I 1.001' 15' Water Esmt. I I315.99' 
., �... .. vel _003101. 21 _,,...__, . _- . _ , I �_I S89'S 7'2 8 E 
ol. 2003101, Pg. 21 
Vol. 2005102, P 184 8 WATERT I I Qhs 56.92' 
1 - - - -I - 30' Ingress/Egress & Util. Esmt. Vc. 2005102, Pg. 184 I I �F 
t I I I N a� 13 P/S 
Vol. 2003101, Pg. 21 \ 4 P S 15 P/S 
f'O p I 15' Sanitary Sewer Esmt. I I a / 
OD) �I I `� I Vol. 2003101, Pg. 21 I ! Vol. 2005102, Pg. 184 
I Vol. 2005102, Pg. 184 15 P/S 
' O I I C oar 0'l 
V) �1 I z ....... __...... _ 15--P/s_........._ ...... _._ _........ �� ....., ........... I I ° 4 P/S 
w.° I I j 1$ �/ 14 P/s I I !� 15 P/S 
L®T 2 
15 P _ 
------ 2 
-------------------- -- I r 8 O O BELT QJfvO ITI 02 g 28 
------------ 9�® �8 al pavement 
_-_-_______________ I -- eda LIfyE �ll101� A®® OI�1 OWNER: 10' Gas Esmt. Vol 9 41, 
01 T_� -- I T OT 2 BLOCK A •�j. d: VOL 77, Pg, 4® ADDISON QUORUM PARTNERS asphalt 
LOT 1A BLOCIS A 
'X''fnd n NI 1 I I I 24' Ingress/Egress Esmt. .- INSTR. N0. 200503550897 __ ________ ____ 
^ 1 BELT -WAY . QUORUM ADDITIdf`ll Vol. 2005102, P 184 BELTV1a5(� CENTRE AD®ITIORI 4951 BELT LINE RD. r 
I VoI. 200.5102, Pg. 1184 I g' Vo12003101 P 21 - - O `- 1 
> I I I------------ -- / -- -- -- -- 
--- �__ 16 P S 
1 
�Y 
fn10, 
------------------ 
d 
14 P/S 1 1 3 P/S Live Oak 8" i trash enclosL 
I 
I 14 P/S I 
I " 
/ a-� _ I I 
_. 
•t "x' fn I I OWNER I (O OWNER: 15 P S I I ° Cedar 10" 3 P/S Live oak s" 16 P/S i O 
�-`� I 15 P/S TRACT 2 I I N TRACT 3 / '®. 1 I (plat 123.25') I ?NI o �' 
I � AbDISON QUORUM PARTNERS, LTD. I I CN ADDISON QUORUM PARTNERS, LTD. K) ° I !rol O ° 
"X" fnd I // I I L INSTR. NO. 200600031761 - - - I �} N I INSTR. NO 200600031761 I I M Cedar 10" "x" set O m 
I NI 
/ 8 SAN SE1MR __ Cedar ,0" . brick 
15' Drainage Esmt. ZONED: PD (Planned Development} t nl wi © _ _�__�_, X fnd a » ' Cedar 10" =a wall 
Ln 
_Vol. 2003101_ Pg._211._. --- _ _.��__.-------------------------- -- - -- 
---- --- -r 
------ �� - 3. 
Vol. 2005102, Pg. 18 ---------- 3i� �+pp 
double curbs 2 ° E 
I _ _ _ C^ _ 18 RCP I O I <NI c c a 
_,.._ 
�....... -' - ----- gross p oU 
o ---------------- ----- 1 - I ^ 9 P/S ® 1 lol rea 
------ 
- -- -------6-- ----- 
-- f 
I o: o .: 3• Uj 4 P/S I I9 _ 
I S pl 
Live Oak 8 ' - c .brick 
s� ._.-a �1 N=.. I �_ A IiiI :':1-`,'1 `.':: :: t`; ::"'I A.: .:Ill.; :.� a� I t>I 
1 ..__ � E I � I wan 
cirf pq1 EI ��' patio 
s brick 
12" RCP : I Iwvr 1' cont. 1' cont. `I a 
9 ... 
CI der 8 • • I I tnl 
m wall wall I 6 P/$ 3 P/S 'o I IWI 
o I'a I cooled shed O® L r i I `� ® 00 
A ® I 31 
N I 
I Is 
e Story+j f n{ 
o I Brick Buildng II 1j4 I edar 10"1-11ect, meters-) 
I1 
"BJ's Restaurant and Brehouse" 
OWNER: C� 
I 
X a� 
t 
I 
N 4 
TRACT 
o: One Story Brick & Stucco Building Column „ o I I I IL _I_J N ' BEL 
O -- - On The Border" _ I 1 ADDISON QUORUM PARTNERS, LTD. o 
a 1 I I Cedar 10" INSTR. NO. 200600031761 - ive Oak 12' 
One StoryTilt wan R 
E ;� I Stucco & Brick Building 8" SAN SEWER 
i rn Lv 
f n^' m W '_ Cedar 10" 
►7 1 m j V' Y I o I e-- a 10 P/S 
�I o 
Q W CL 
1' wall 1' cone. wall / �� 
_NO 1 IN cedar 10„ 
O concrete walk Ln 
N 
o I 4 P/S ry� .. 4 P/S �y �. E(, (�j 5 P/S 
----- or - 
OD 
------- --- 8 WATER I Ced10-' 
8" WA TER 
_ _. 
- - - - - - - - t i Cl Water Esmt. (shaded), Vol. 2003- Pg. - Vol. L 75102 Pg. - - - - J 
Ingress/Egress Esmt.(hatched)) 
Vol. 2005102, Pg. 184 �'/S Live Oak 8 
3, Block A, BELTWAY -QUORUM ADDITION, an ad 
Addison, as recorded in Volume 2005102, Page 184, Plat Records, Vol. 2004014, Pg. 9 S;r,n 
Dallas County, Texas. Vol. 2005102 P 184 Live 
Benchmark: 
Town of Addison Control Point No. COA-5. 190 feet south from the E E 
- 
intersection of Edwin Lewis Dr & Quorum Drive. Then 2 feet from the " 8" WATER 
west edge of sidewalk, 50.5 feet from the west side of median in 
Quorum Dr & 76 feet from fire hydrant. 
NAVD 88 Elevation = 630.10' 
Copyright 2011 Piburn & Carson, LLC. All Rights Reserved. This drawing - - - - - 
is the property of Piburn & Carson, LLC. Any modification or use of - 
this drawing without the express written authorization of Piburn & 
Carson, LLC is prohibited. 
L40 
e 
POINT OF 
BEGINNING 
DELTA 
-63 
ARC 
DISTANCE 
it 
i= 
N 
concrete entrance 
W 
1 TVVAY,., 
covered 
area 
;I 
� 
• /1 
_ a_I J• 
PROPOSED LOT 2A 
i 
� o 
I 
E 
87,164 square feet 
L17 
o 
i 
m_� 
Live Oak 28" 
�� 
L18 
a 
830:9 
Live Oak 12" 
11.01' 
Cedar Elm 10 Cedar Elm 10" 
S 
n 
�I I 
PROPOSED LO*T 4 
L20 
Sign 
elec. bo 
' N890 
Live Oak 24" 
711,736 square tit 
L21 
N 
00'14'17" 
E 
1,64683 acres 
concrete sidewalk 
N 
89'43'00" 
BELT LINE 
ROAD 
L23 
N 
61.22 ' UT 
W 
y. 
/ 
L24 
I 
00'03'19" 
E 
21.44' 
L25 
S 
01'36'37" 
E 
63.02' 
L26 
I 
89'42'56" 
E 
29.51' 
L27 
N 
_ 
w 
II 
10.00' 
L28 
S 
' 42.0' 
E 
77.91' 
L29 
S 
89'44'55" 
W 
34.97' 
L30 
S 
00'15'05" 
E 
X fnd 
L31- 
N 
89'44'55" 
- 
3 
L32 
S 
00'15'05" 
ROA 
24' Ingress/Egress E�mt. ' 
1t34 
L33 
44'59'03" 
West 
42.23 
Vol. 2005102,_Py. -_ -----__---M_ 
, 
L34 
30.00 
South 
O 
24 RCP Dogwood k4er 
10.00' 
L35 
N 
89'54'59" 
W 
35.00- 
L36 
W - 187 9 
20.00' 
6 1.8 
Clf S 
7777 
63 .8 63235 °633.33 
E 
35.00' 
L38 
S 
89'43'00" 
E 
I 
' 
N 
00'1700 
El 
13.08' 
N 
O 
One Story Stucco Building w 
L 
"Pei Wei Asian Diner" 
OYMER: 
I 
4801 BEL' LINE D. 
N ALBERT-AGDISON, _.P. 
VOL. 200400', PG. "063 
w_ 
V) 
1 , 
4" 
SAN SEWER 
Notes: 
cirs = 1/2" iron 
rod with a plastic 
orange 
cap 
stamped "PIBURN 
PARTNERS" set 
for corner 
cirf = capped iron 
rod found 
irf = iron rod found for corner 
"x" set = "x" cut in concrete set for corner 
I 
"x" fnd = "x" cut in concrete found for corner 
Basis of Bearings: t 
Bearings are based upon a westerly line (North 00"17'00" East) of Lo 
14; t; to the Town of 
Cedar 70 edar 8" 
1 15 P/S I 15 P/S J 
p x .x 5' Utility Esmt. I I x" fnd 
I:::I: �' -J �----- - --- - Cedar 10., 
Vol. 2005102, Pg. 184, 
15' Water Esmt. I I 1.001' 15' Water Esmt. I I315.99' 
., �... .. vel _003101. 21 _,,...__, . _- . _ , I �_I S89'S 7'2 8 E 
ol. 2003101, Pg. 21 
Vol. 2005102, P 184 8 WATERT I I Qhs 56.92' 
1 - - - -I - 30' Ingress/Egress & Util. Esmt. Vc. 2005102, Pg. 184 I I �F 
t I I I N a� 13 P/S 
Vol. 2003101, Pg. 21 \ 4 P S 15 P/S 
f'O p I 15' Sanitary Sewer Esmt. I I a / 
OD) �I I `� I Vol. 2003101, Pg. 21 I ! Vol. 2005102, Pg. 184 
I Vol. 2005102, Pg. 184 15 P/S 
' O I I C oar 0'l 
V) �1 I z ....... __...... _ 15--P/s_........._ ...... _._ _........ �� ....., ........... I I ° 4 P/S 
w.° I I j 1$ �/ 14 P/s I I !� 15 P/S 
L®T 2 
15 P _ 
------ 2 
-------------------- -- I r 8 O O BELT QJfvO ITI 02 g 28 
------------ 9�® �8 al pavement 
_-_-_______________ I -- eda LIfyE �ll101� A®® OI�1 OWNER: 10' Gas Esmt. Vol 9 41, 
01 T_� -- I T OT 2 BLOCK A •�j. d: VOL 77, Pg, 4® ADDISON QUORUM PARTNERS asphalt 
LOT 1A BLOCIS A 
'X''fnd n NI 1 I I I 24' Ingress/Egress Esmt. .- INSTR. N0. 200503550897 __ ________ ____ 
^ 1 BELT -WAY . QUORUM ADDITIdf`ll Vol. 2005102, P 184 BELTV1a5(� CENTRE AD®ITIORI 4951 BELT LINE RD. r 
I VoI. 200.5102, Pg. 1184 I g' Vo12003101 P 21 - - O `- 1 
> I I I------------ -- / -- -- -- -- 
--- �__ 16 P S 
1 
�Y 
fn10, 
------------------ 
d 
14 P/S 1 1 3 P/S Live Oak 8" i trash enclosL 
I 
I 14 P/S I 
I " 
/ a-� _ I I 
_. 
•t "x' fn I I OWNER I (O OWNER: 15 P S I I ° Cedar 10" 3 P/S Live oak s" 16 P/S i O 
�-`� I 15 P/S TRACT 2 I I N TRACT 3 / '®. 1 I (plat 123.25') I ?NI o �' 
I � AbDISON QUORUM PARTNERS, LTD. I I CN ADDISON QUORUM PARTNERS, LTD. K) ° I !rol O ° 
"X" fnd I // I I L INSTR. NO. 200600031761 - - - I �} N I INSTR. NO 200600031761 I I M Cedar 10" "x" set O m 
I NI 
/ 8 SAN SE1MR __ Cedar ,0" . brick 
15' Drainage Esmt. ZONED: PD (Planned Development} t nl wi © _ _�__�_, X fnd a » ' Cedar 10" =a wall 
Ln 
_Vol. 2003101_ Pg._211._. --- _ _.��__.-------------------------- -- - -- 
---- --- -r 
------ �� - 3. 
Vol. 2005102, Pg. 18 ---------- 3i� �+pp 
double curbs 2 ° E 
I _ _ _ C^ _ 18 RCP I O I <NI c c a 
_,.._ 
�....... -' - ----- gross p oU 
o ---------------- ----- 1 - I ^ 9 P/S ® 1 lol rea 
------ 
- -- -------6-- ----- 
-- f 
I o: o .: 3• Uj 4 P/S I I9 _ 
I S pl 
Live Oak 8 ' - c .brick 
s� ._.-a �1 N=.. I �_ A IiiI :':1-`,'1 `.':: :: t`; ::"'I A.: .:Ill.; :.� a� I t>I 
1 ..__ � E I � I wan 
cirf pq1 EI ��' patio 
s brick 
12" RCP : I Iwvr 1' cont. 1' cont. `I a 
9 ... 
CI der 8 • • I I tnl 
m wall wall I 6 P/$ 3 P/S 'o I IWI 
o I'a I cooled shed O® L r i I `� ® 00 
A ® I 31 
N I 
I Is 
e Story+j f n{ 
o I Brick Buildng II 1j4 I edar 10"1-11ect, meters-) 
I1 
"BJ's Restaurant and Brehouse" 
OWNER: C� 
I 
X a� 
t 
I 
N 4 
TRACT 
o: One Story Brick & Stucco Building Column „ o I I I IL _I_J N ' BEL 
O -- - On The Border" _ I 1 ADDISON QUORUM PARTNERS, LTD. o 
a 1 I I Cedar 10" INSTR. NO. 200600031761 - ive Oak 12' 
One StoryTilt wan R 
E ;� I Stucco & Brick Building 8" SAN SEWER 
i rn Lv 
f n^' m W '_ Cedar 10" 
►7 1 m j V' Y I o I e-- a 10 P/S 
�I o 
Q W CL 
1' wall 1' cone. wall / �� 
_NO 1 IN cedar 10„ 
O concrete walk Ln 
N 
o I 4 P/S ry� .. 4 P/S �y �. E(, (�j 5 P/S 
----- or - 
OD 
------- --- 8 WATER I Ced10-' 
8" WA TER 
_ _. 
- - - - - - - - t i Cl Water Esmt. (shaded), Vol. 2003- Pg. - Vol. L 75102 Pg. - - - - J 
Ingress/Egress Esmt.(hatched)) 
Vol. 2005102, Pg. 184 �'/S Live Oak 8 
3, Block A, BELTWAY -QUORUM ADDITION, an ad 
Addison, as recorded in Volume 2005102, Page 184, Plat Records, Vol. 2004014, Pg. 9 S;r,n 
Dallas County, Texas. Vol. 2005102 P 184 Live 
Benchmark: 
Town of Addison Control Point No. COA-5. 190 feet south from the E E 
- 
intersection of Edwin Lewis Dr & Quorum Drive. Then 2 feet from the " 8" WATER 
west edge of sidewalk, 50.5 feet from the west side of median in 
Quorum Dr & 76 feet from fire hydrant. 
NAVD 88 Elevation = 630.10' 
Copyright 2011 Piburn & Carson, LLC. All Rights Reserved. This drawing - - - - - 
is the property of Piburn & Carson, LLC. Any modification or use of - 
this drawing without the express written authorization of Piburn & 
Carson, LLC is prohibited. 
L40 
e 
POINT OF 
BEGINNING 
1 
5 P/S 
asphalt 
povemert 
5 P/s 
25' B. L. 
1,809.84'r 
19.02' 123.20' 
2.90' 
LINE 
DELTA 
BEARING 
ARC 
DISTANCE 
it 
i= 
N 
concrete entrance 
W 
62.68' 
covered 
area 
8 P/S 
89'43'00" 
w 
- ' 
28.94' 
PROPOSED LOT 2A 
S 
00'15'05" 
E 
87,164 square feet 
L17 
N 
89'44'55" 
2.00700 acres 
�� 
L18 
,Cedar 10" 
16 P/S 
1 
11.01' 
Cedar Elm 10 Cedar Elm 10" 
S 
00'15'05" 
Cedor 6" 
37.18' 
L20 
Sign 
elec. bo 
' N890 
210.90-' 
112' irf 
L21 
N 
00'14'17" 
E 
8 WATER 
concrete sidewalk 
N 
89'43'00" 
BELT LINE 
ROAD 
L23 
N 
variable width public R.O.W. 
1 
5 P/S 
asphalt 
povemert 
5 P/s 
25' B. L. 
1,809.84'r 
19.02' 123.20' 
2.90' 
LINE 
DELTA 
BEARING 
ARC 
DISTANCE 
L14 
N 
01'36'37" 
W 
62.68' 
L15 
S 
89'43'00" 
E 
28.94' 
L16 
S 
00'15'05" 
E 
77.91' 
L17 
N 
89'44'55" 
E 
11.02' 
L18 
S 
89'44'55" 
W 
11.01' 
L19 
S 
00'15'05" 
E 
37.18' 
L20 
S 
00'14'17" 
E 
71.44' 
L21 
N 
00'14'17" 
E 
71.58' 
L22 
N 
89'43'00" 
W 
76.50' 
L23 
N 
89'43'00" 
W 
13.71' 
L24 
S 
00'03'19" 
E 
21.44' 
L25 
S 
01'36'37" 
E 
63.02' 
L26 
S 
89'42'56" 
E 
29.51' 
L27 
N 
00'17'04" 
E 
10.00' 
L28 
S 
00'15'05" 
E 
77.91' 
L29 
S 
89'44'55" 
W 
34.97' 
L30 
S 
00'15'05" 
E 
30.00' 
L31- 
N 
89'44'55" 
E 
34.97' 
L32 
S 
00'15'05" 
E 
37.18' 
L33 
44'59'03" 
West 
42.23 
28.31' 
L34 
30.00 
South 
S 
10.00' 
L35 
N 
89'54'59" 
W 
35.00- 
L36 
North 
20.00' 
L37 
S 
89'54'59" 
E 
35.00' 
L38 
S 
89'43'00" 
E 
18.28' 
L39 
N 
00'1700 
El 
13.08' 
CURVE 
DELTA 
RADIUS 
ARC 
BEARING 
CHORD 
C4 
90'00'00" 
15.00 
23.56 
N 
45'17'00" 
E 
21.21 
C5 
90'00'00" 
_54.0084.82 
N 
45'17'00" 
E 
_E__76-01 
76.37 
C6 
89'27'55" 
54.00 
84.32 
S 
44'59'03" 
C7 
90'15'05" 
_5_4_.00_85.06 
S 
44'52127" 
W 
76.53 
C8 
90'14'17" 
15.00 
23.62 
S 
44'52'51" 
W 
21.26 
C9 
89'28'43" 
15.00 
23.43 
N 
89'28'43" 
W 
21.12 
C10 
54-00'4Z"__15-00_14-14 
N 
62'42'36" 
W 
13.62' 
C11 
5400'48" 
15.00 
14.14 
N 
62'42'36" 
W 
13.62 
C12 
90'20'19" 
15.00 
23.65 
S 
45'06'50" 
W 
21.28 
C13 
90'17'00" 
30.00 
47.27 
N 
44'51'30" 
W 
42.53 
C14 
41'48'42" 
30.00 
21.89 
N 
21'11'21" 
E 
21.41 
C15 
89'27'55" 
30.00 
46.84 
S 
44'59'03" 
E 
42.23 
C16 
42'03'42" 
30.00 
22.02 
S 
20'46'46" 
W 
21.53 
PRELIMINARY REPLAT 
1WAY -QUORUM ADDITION 
LOTS 2Ao 3A and rf BLUCK 
BEHIC A REPLAT OF 
BELTWAY - QUORUM ADDMON 
LOTS 2 and 3. BLOCK A 
6.54522 ACRES SffUATED �N THE 
G.W. HSHER SURVEY - ABSTRACT NO. 482 
TOWN OF ADMON, DALLAS COUNTY, TEXAS 
OWNERS 
BELTWAY COMMERCIAL REAL ESTATE 
15280 Addison Rd, Ste 301 
Addison, Texas 75001 
972.628.3464 
CONTACT: Cole Snadon 
SURVEYOR 
PIBURN & CARSON, LLC 
9535 Forest Lane, Ste 229 
Dallas, Texas 75243 
214.328.3500, Fax. 214.328.3512 
CONTACT: Alison Potter 
NOVEMBER 23, 2013 
SHEET 1 OF 2 
OWNER'S DEDICATION 
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: 
That BELTWAY COMMERCIAL REAL ESTATE does hereby adopt this plat designating the 
herein above property as BELTWAY — QUORUM ADDITION, 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 easement 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, election, 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 
responsibilities. The existing channels or creeks traversing the drainage and floodway 
easement will remain as on 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 maintenance and operation of said creek or creeks or for any 
damage or injury of 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 
water runoff shall be permitted by construction of any type building, fence or any 
other structure within the drainage and floodway easement. Provided, however, it is 
ununderstood 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 right, but not the obligation, to 
enter upon the drainage and floodway easement at any point, or points, with all rights 
of ingress 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 include 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 determined by their 
locations as installed. 
This plat is approved subject to all platting ordinances, rules, regulations and 
resolutions of the Town of Addison, Texas. 
The construction plans shall be prepared by or under the supervision of a registered 
professional engineer in the State of Texas and shall bear his seal on each sheet. 
The plans shall contain all necessary information for construction of the project, 
including screening walls. All materials specified shall conform to the standard 
specifications of the Town of Addison. 
Each sheet of the plans shall contain a title block including space for the notation of 
revisions. This space is to be completed with each revision to the plan sheet and shall 
clearly note the nature of the revision and the date the revision was made. 
After review of the plat and plans by the public works department and town engineer, 
the plat and plans shall be submitted to the planning and zoning commission and the 
city council for their consideration. If approved by those bodies subject to changes, the 
engineer for the owner shall make all changes required. The director of public works or 
his designated agent will approve all plans and return sufficient approved sets of the 
plans to the engineer for the owner for use by the contractors. Each contractor shall 
maintain one set of the plans, stamped with town approval, on the project at all times 
during construction. 
WITNESS, my hand at Dallas, Texas, this the day of 2013. 
By. 
name 
title 
OWNER'S CERTIFICATE 
STATE OF TEXAS )( 
COUNTY OF DALLAS )( 
BEING a tract of land situated in the G. W. Fisher Survey, Abstract No. 482, said tract 
being all of Lot 2, Block A, Beltway—Quorum Addition, an addition to the Town of 
Addison, according to the Plot thereof recorded in Volume 2004014, Page 9, Plat 
Records, Dallas County, Texas (P.R.D.C.T.) and all of Lot 3, Block A, Beltway—Quorum 
Addition, an addition to the Town of Addison as recorded in Volume 2005102, Page 184 
Plat Records, Dallas County, Texas, and also being a portion of a tract of land 
described in deed to Addison Southwest Ltd. as recorded in Volume 90128, Page 2666, 
Deed Records, Dallas County, Texas (D.R.D.C.T.) and a portion of a tract of land 
described in deed to Addison Quorum Partners, Ltd. as recorded in Instrument No. 
200600031761 Official Public Records, Dallas County, Texas, said tract being more 
particularly described as follows: 
BEGINNING at a 1/2" iron rod with a plastic orange cap stamped "PIBURN PARTNERS" 
set for corner in the north line of Belt Line Road (a variable width right—of—way), said 
rod being the southernmost southwest corner of said Lot 2 (Beltway—Quorum) and the 
southeast corner of Lot 2, Block A of Beltway—Centre Addition, an addition to the Town 
of Addison, according to the Plat recorded in Volume 2003101, Page 21, P.R.D.C.T.; 
THENCE 
North 00°14'01" 
West, along the common 
line between said Lot 2 
(Beltway—Quorum) 
and said 
Lot 2 (Beltway—Centre), for a 
distance of 357.33 feet to a 
1/2" iron 
rod with a plastic 
orange cap stamped "PIBURN 
PARTNERS" set for corner; 
THENCE North 
00°02'32" 
East, 
continuing along said 
common line, for a 
distance of 
23.31 feet to 
a 1/2" iron rod 
with a plastic orange 
cap stamped "PIBURN 
PARTNERS" 
set for corner, 
said rod 
being 
the northeast corner of 
said Lot 2 (Beltway—Centre); 
the Plat recorded in Volume 2005102, Page 
THENCE West, along a southerly line of aforementioned Lot 3 and the northerly line of 
said Lot 2 (Beltway—Centre), passing a 5/8 inch iron rod at 2.45 feet and traveling a 
total distance of 220.64 feet to an "X" cut in concrete set for corner, said "X" cut 
being the northwest corner of said Lot 2 (Beltway—Centre); 
THENCE South 00°14'17" East, along an east line of said Lot 3 and the west line of 
said Lot 2 (Beltway—Centre), for a distance of 242.61 feet to a pk nail found for 
corner and the beginning of a curve to the right with a radius of 115.00 feet, a delta 
of 37°45'26" and a chord that bears South 18`38'26" West for 74.42 feet; 
THENCE along said curve and continuing along the common line, for a distance of 
75.78 feet to an "X" cut in concrete found for corner and the beginning of a reverse 
curve to the left with a radius of 100.00 feet, a delta of 3527'52" and a chord that 
bears South 19°47'13" West for 60.91 feet; 
THENCE along said curve and continuing along said common line, for a distance of 
61.90 feet to an "X" cut in concrete found for corner, said "X" being the most 
southerly southwest corner of said Lot 2 (Beltway—Centre) and in the north 
right—of—way of aforementioned Belt Line Road; 
THENCE South 89`57'28" West, along said north 
line of Belt Line Road, for 
a distance 
of 7.00 feet to an "X" cut in concrete set 
for corner and the beginning of 
a curve to 
the right with a radius of 107.00 feet, a 
delta 
of 11°43'08" and a chord 
that bears 
North 07°46'36" East for 21.85 feet, said 
"X" being the southwest corner 
of Lot 1A, 
Block A of Beltway—Quorum Addition, an addition 
to the Town of Addison, according 
to 
the Plat recorded in Volume 2005102, Page 
184, 
P.R.D.C.T.; 
Texas; 
THENCE along said curve, a west line of aforementioned Lot 3 and the east line of 
said Lot 1A, for a distance of 21.88 feet to an "X" cut in concrete set for corner; 
THENCE North 59'10'04" East, along said common line, for a distance of 8.66 feet to 
an "X" cut in concrete set for corner and the beginning of a curve to the right with a 
radius of 101.00 feet, a delta of 2026'18" and a chord that bears North 27°18'00" 
East for 35.84 feet; 
THENCE along said curve and said common line, for a distance of 36.03 feet to an "X" 
cut in concrete found for corner and the beginning of a reverse curve to the left with 
a radius of 114.00 feet, a delta of 37`45'26" and a chord that bears North 18°38'26" 
East for 73.77 feet; 
THENCE along said curve and continuing along said common line, for a distance of 
75.12 feet to an "X" cut in concrete found for corner; 
THENCE South 89°43'00" East, departing the east line of said Addison road and along 
the common line between said Lot 1 (Addison Rd—Quorum) and said Lot 3, for a 
distance of 271.46 feet to a 5/8" iron rod found for corner, said rod being the 
southeast corner of said Lot 1 (Addison—Quorum); 
THENCE North 00°17'00" East, along said common line, passing the northeast corner of said 
Lot 1 (Addison—Quorum) at a distance of 220.98 feet and continuing for a total distance of 
238.29 feet to a capped 1/2" iron rod found for corner, said rod being the most 
northerly northwest corner of said Lot 3 and the southwest corner of Lot 1, Block A, 
Summerfield\Arapaho\Addison Addition, an addition to the Town of Addison as recorded 
in Volume 95119, Page 4232 Plat Records, Dallas County, Texas; 
THENCE South 89°43'00" East, along the common line between said Lot 3 and said Lot 1 
(Summerfield), passing the northeast corner of said Lot 3 at 346.07 feet and continuing along 
the southerly line of said Lot 1 (Summerfield) and a northerly line of aforementioned Lot 2 
(Beltway—Quorum) for a total distance of 354.95 feet to a 5/8 inch iron rod found for corner; 
THENCE North 00'17'00" East, 
along the easterly line of said 
Lot 1 (Summerfield) and a 
westerly line of said Lot 2 (Beltway—Quorum), for 
a distance of 
31.40 feet to a 1/2 inch iron 
rod found for corner, said rod 
being a northwest 
corner of said 
Lot 2 (Beltway—Quorum) and 
the southwest corner of Lot 
1, Quorum Centre 
— East No. 2, 
an addition to the Town of 
Addison as recorded in Volume 
2001188, Page 145 
Plat Records, 
Dallas County, Texas; 
THENCE South 89`57'28" East, 
along the common line between said 
Lot 2 (Beltway—Quorum) 
and said Lot 1 (Quorum Centre—East 
No. 2), for a distance 
of 52.76 
feet to a 1/2 inch iron 
rod with a plastic orange cap 
stamped "PIBURN PARTNERS" 
set for 
corner, said rod being a 
northeast corner of said Lot 
2 (Beltway—Quorum) and 
a northwest corner of Quorum 
Centre—East No. 1, on addition 
to the Town of Addison as 
recorded 
in Volume 95100, Page 
3266 Plat Records, Dallas County, 
Texas; 
THENCE South 00°15'05" 
East, along 
the common line between said Lot 2 (Beltway—Quorum) 
continuing along said common line, passing the 
and said Quorum Centre 
East—No. 1, 
for a distance of 175.00 feet to an "X" cut in 
concrete 
found for corner, said "X" 
being the 
southwest corner of said Quorum Centre—East No 
1; 
THENCE South 89'57'28" East, along the common line between said Lot 2 (Beltway—Quorum) 
and said Quorum Centre East—No. 1, for a distance of 9.91 feet to an "X" cut in concrete set 
for corner, said "X" being a northwest corner of Lot 1, Belt Line—Quorum Addition, on addition 
to the Town of Addison as recorded in Volume 91077, Page 4068 Plat Records, Dallas County, 
Texas; 
THENCE South 00°15'05" East, along the common line between said Lot 2 (Beltway—Quorum) 
and said Lot 1 (Belt Line—Quorum), for a distance of 137.67 feet to an "X" cut in concrete 
set for corner; 
THENCE North 89°57'28" West, along said common line, for a distance of 30.00 feet to an "X" 
cut in concrete set for corner; 
THENCE South 00°15'05" East, along an easterly line of said Lot 2 (Beltway—Quorum) 
and a westerly line of said Lot 1 (Belt Line — Quorum), for a distance of 105.00 feet 
to an "X" cut in concrete found for corner, said "X" being the southwest corner of 
said Lot 1 (Belt Line — Quorum); 
THENCE South 89°57'28" East, along a northerly line of said Lot 2 (Beltway—Quorum) 
and the southerly line of said Lot 1, for a distance of 56.92 feet to an "X" cut in 
concrete found for corner, said "X" being the northwest corner of Lot 2 of 
aforementioned Belt Line—Quorum Addition,- 
THENCE 
ddition; 
THENCE South 00°14'01" East, along the common line between said Lot 2 
(Beltway—Quorum) and said Lot 2 (Belt Line—Quorum), for a distance of 124.60 feet to 
on "X" cut in concrete found for corner; 
THENCE South 89°57'28" East, along said common line, for a distance of 123.23 feet 
to an "X" cut in concrete set for corner; 
THENCE 
South 00°14'01 " 
East, 
continuing along said common line, passing the 
southwest corner of said 
Lot 2 
(Belt Line—Quorum) at 229.83 feet and continuing 
along an 
easterly line of 
said Lot 
2 (Beltway—Quorum) for a total distance of 232.73 
feet to an "X" cut in concrete 
found for corner in the north line of aforementioned 
Belt Line 
Road, said "X" 
being 
the most southerly southeast corner of said Lot 2 
(Beltway— 
Quorum); 
THENCE North 00°14'17" West, continuing along said common line, for a distance of THENCE North 89°57'28" West, along the common line between said Lot 2 
STATE OF TEXAS )( 242.61 feet to an "X" cut in concrete set for corner, said "X" being the northeast (Beltway—Quorum) and Belt Line Road, for a distance of 210.98 feet to the POINT OF 
COUNTY OF DALLAS )( corner of said Lot 1A; BEGINNING and containing 285,111 square feet or 6.54522 acres of land, more or less. 
BEFORE ME, the undersigned authority, a Notary Public in and for Dallas County, Texas, 
on this day personally appeared known to be the person whose 
name is subscribed to the foregoing instrument and acknowledged to me that he 
executed the some for purposes and considerations therein expressed and in the 
capacity therein stated. 
WITNESS, my hand at Dallas, Texas, this the 
NOTARY PUBLIC in and for the State of Texas 
day of 
2013. 
THENCE West, along the north line of said Lot 1A and a south line of aforementioned 
Lot 3, for a distance of 180.93 feet to an "X" cut in concrete found for corner, said 
"X" cut being the easternmost northwest corner of said Lot 1A; SURVEYOR'S STATEMENT 
THENCE South 00°02'30" West, along the common line between said Lots 1A and 3, for 
a distance of 90.71 feet to on "X" cut in concrete found for corner and the beginning 
of a tangent curve to the right with a radius of 20.00 feet, a delta of 45°00'22" and 
a chord that bears South 22°32'41 " West for 15.31 feet; 
THENCE along said common line and curve, for a distance of 15.71 feet to an "X" cut 
in concrete found for corner and the beginning of a reverse curve with a radius of 
44.00 feet, a delta of 23"43'01" and a chord that bears South 33`11'22" West for 
18.08 feet; 
THENCE along said common line and curve, for a distance of 18.21 feet to an "X" cut 
in concrete found for corner and the beginning of a reverse curve with a radius of 
20.00 feet, a delta of 6825'52" and a chord that bears South 55°32'47" West for 
22.49 feet; 
THENCE along said common line and curve, for a distance of 23.89 feet to an "X" cut 
in concrete found for corner; 
THENCE South 89°45'43" West, along said common line, for a distance of 7.97 feet to 
an "X" cut in concrete found for corner, said "X" cut being the westernmost northwest 
corner of aforementioned Lot 1A; 
THENCE South 00°02'30" West a distance of 47.42 feet to a capped iron rod found for 
corner, said rod being the northeast corner of a tract of /and known as 4801 Belt Line 
Road owned by Albert Addison, LP according to the deed recorded in Volume 2004001, 
Page 15063, D. R. D. C. T.; 
THENCE North 89°57'30" West, along the common line between said Albert—Addison 
tract and aforementioned Lot 3, for a distance of 187.99 feet to a 1/2" iron rod with 
a plastic orange cap stamped "PIBURN PARTNERS" set for corner in the east line of 
Addison Road (a variable width right—of—way); 
THENCE North 00'17'00" East, along the common line between said Addison Road and 
said Lot 3, for a distance of 307.80 feet to a 1/2" iron rod with a plastic orange cap 
stamped "PIBURN PARTNERS" set for corner, said rod being the southwest corner of 
Lot 1 of Addison Road—Quorum Addition, an addition to the Town of Addison according 
to the plat recorded in Volume 93041, Page 2824, P.R.D.C.T.; 
I, John R. Piburn, Jr., a Registered Professional Land Surveyor, licensed by the State of 
Texas, affirm that this plat was prepared under my direct supervision, from recorded 
documentation, evidence collected on the ground during field operations and from other 
reliable documentation; and that this plat substantially complies with the Rules and 
Regulations of the Texas State Board of Professional Land Surveying, the City of Dallas 
Development Code (Ordinance No. 19455, as amended) and the Texas Local Government 
Code, Chapter 212. 1 further affirm that the monumentation shown hereon was either 
found in place or placed in compliance with the City of Dallas Development Code, Sec. 
51A-8.617 (o)(b)(c)(d)&(e); and that the digital drawing file accompanying this plat is 
a precise representation of this Signed and Record Final Plat. 
Dated this the day of 
2013. 
"PRELIMINARY, THIS DOCUMENT SHALL 
NOT BE RECORDED FOR ANY PURPOSE." 
John R. Piburn, Jr., RPLS No. 3689 
STATE OF TEXAS )( 
COUNTY OF DALLAS )( 
FA�1_ 
�F`. •�G t S TER 
JOHN R. PIBURN+ JR. 
,0 3689 
�1:g�11ESSI� F;�O 
BEFORE ME, the undersigned authority, a Notary Public in and for Dallas County, Texas, 
on this day personally appeared John R. Piburn, Jr. known to be the person whose 
name is subscribed to the foregoing instrument and acknowledged to me that he 
executed the some for purposes and considerations therein expressed and in the 
capacity therein stated. 
Given under my hand and seal of office, this day of 
NOTARY PUBLIC in and for the State of Texas 
2013. 
LOTS 2A1P 3A and 40 BLOCK A 
BELTWAY - QUORUM ADDS MN 
LOTS 2 and 3. BLOCK A 
6.54522 ACRES SffUATE® �N THE 
G.W. HSHER SURVEY - ABSTRACT NO. 482 
TOWN OF ADMON, DALLAS COUNTY, TEXAS 
OWNERS 
BELTWAY COMMERCIAL REAL ESTATE 0 
15280 Addison Rd, Ste 301 0 
Addison, Texas 75001 I 
972.628.3464 000 
CONTACT: Cole Snadon o_ 
SURVEYOR � 
PIBURN &CARSON, LLC E 
9535 Forest Lane., Ste 229 � 
Dallas, Texas 75243 0' 
214.328.3500, Fax. 214.328.3512 � 
CONTACT: Alison Potter i 
NOVEMBER 23, 2013 SHEET 2 OF 2 �