40 
GRAPHIC SCALE 
20 40 80 
( IN FEET ) 
1 inch = 40 ft. 
160 
VICINITY MAP 
NOT TO SCALE 
LINE TABLE 
CURVE 
TABLE 
BEARING 
SUNBELT 
CURVE 
RADIUS 
COMMANDER 
CHORD LENGTH 
C1 
30.00' 
57°10'22" 
29.94' 
N28°28'32"E 
28,71' 
C2 
20.00' 
WEST ROVE 
24.86' 
N 13°57'20"E 
23.29' 
C3 
44.00' 
21°39'38" 
16.63' 
S10°49'49"E 
16.54' 
C4 
KELLWAY 
115°29'35" 
40.31' 
3 
o 
33.83' 
N 11'38'56"E 
14.14' 
L11 
S56.38'56"W 
13.80' 
L12 
SII*38'56"W 
22.17' 
L13 
S00'23'56"W 
42.02' 
L14 
N86'23'41 "E 
15.04' 
L15 
S00'23'56"W 
44.55' 
flnC� 
SI1'38'56"W 
J 
L17 
N78'21'04"W 
10.83' 
L18 
S57.03'43"W 
14.62' 
L19 
U 
15.02' 
L20 
S57.03'43"W 
39.24' 
SITE 
N78'21'04"W 
13.91' 
W a 
N56'38'56"E 
18.16' 
L23 
N 11'38'56"E 
14.14' 
L24 
556'38'56"W 
Y-13: 
L25 
N78'21'04"W 
14.14' 
L26 
N89'45'38"E 
101.29' 
L27 
KELLE 
239.82' 
L28 
SPRINGS 
5.00' 
L29 
S86'23'41 "W 
108.67' 
L30 
NOO'06'39"W 
17.13' 
L31 
N57'03'43"E 
20.56' 
L32 
Z 
15.80' 
L33 
S0336'21 "E 
EARHART 
U 
S00'00'00"W 
149.66' 
w 
N90'00'00"E 
1 24.00' 
L36 
SOO'00'00'E 
o 
0 
a 
0 
o 
a 
BOYINGTON 
ADDISON 
AIRPORT 
MIDCOURT 
Country 
< 
y 
Place Golf 
Ix 
w 
Course 
o 
WILEY POST 
SOUA�� 
STONEHENGE 
> 
in 
BILLY MITCHELL 
a SQUIRES 
z 
a 
LINOBERG 
m 
LINDBERG 
VICINITY MAP 
NOT TO SCALE 
OWNERS CERTIFICATE 
STATE OF TEXAS 
LINE TABLE 
CURVE 
TABLE 
BEARING 
LENGTH 
CURVE 
RADIUS 
CENTRAL ANGLE LENGTH CHORD BEARING 
CHORD LENGTH 
C1 
30.00' 
57°10'22" 
29.94' 
N28°28'32"E 
28,71' 
C2 
20.00' 
71 ° 1355" 
24.86' 
N 13°57'20"E 
23.29' 
C3 
44.00' 
21°39'38" 
16.63' 
S10°49'49"E 
16.54' 
C4 
20.00' 
115°29'35" 
40.31' 
S57°44'47"E 
33.83' 
OWNERS CERTIFICATE 
STATE OF TEXAS 
LINE TABLE 
LINE 
BEARING 
LENGTH 
L1 
S33'21'04"E 
5.00' 
L2 
S56'38'56"W 
15.00' 
L3 
S33'21'04"E 
5.00' 
L4 
S56'38'56"W 
13.44' 
L5 
N33'21'04"W 
11.12' 
L6 
N56.38'56"E 
15.00' 
L7 
N33'21'04"W 
11.12' 
L8 
N78'21'04"W 
14.14' 
L9 
S56'38'56"W 
16.04' 
L10 
N 11'38'56"E 
14.14' 
L11 
S56.38'56"W 
13.80' 
L12 
SII*38'56"W 
22.17' 
L13 
S00'23'56"W 
42.02' 
L14 
N86'23'41 "E 
15.04' 
L15 
S00'23'56"W 
44.55' 
L16 
SI1'38'56"W 
11.79' 
L17 
N78'21'04"W 
10.83' 
L18 
S57.03'43"W 
14.62' 
L19 
S29'40'12"E 
15.02' 
L20 
S57.03'43"W 
39.24' 
L21 
N78'21'04"W 
13.91' 
L22 
N56'38'56"E 
18.16' 
L23 
N 11'38'56"E 
14.14' 
L24 
556'38'56"W 
28.47' 
L25 
N78'21'04"W 
14.14' 
L26 
N89'45'38"E 
101.29' 
L27 
S86'23'41 "W 
239.82' 
L28 
NO3.36'19"W 
5.00' 
L29 
S86'23'41 "W 
108.67' 
L30 
NOO'06'39"W 
17.13' 
L31 
N57'03'43"E 
20.56' 
L32 
S86.23'41 "W 
15.80' 
L33 
S0336'21 "E 
51.50' 
L34 
S00'00'00"W 
149.66' 
1_35 
N90'00'00"E 
1 24.00' 
L36 
SOO'00'00'E 
134.18' 
OWNERS CERTIFICATE 
STATE OF TEXAS 
COUNTY OF DALLAS 
WHEREAS, Thomas A. Spagnola is the owner of a 
tract 
of land situated in the David Myers Survey, Abstract No. 923 and the W.H. Witt Survey, 
Abstract No. 1609 in the Town of Addison, Dallas 
County, 
Texas, and being a portion of Lot 2, MIDWAY PARK NORTH II, an addition to the Town 
of Addison, Dallas County, Texas, according to the plat 
thereof recorded in Volume 83035, Page 1180, Map Records, Dallas County, Texas, same 
being conveyed to Thomas A. Spagnola by deed recorded in Document No. 20070250206, Official Public Records, Dallas County, Texas, and 
being more particularly described by metes and bounds 
as follows: 
Beginning at an "X" found for corner, said point 
being 
in the South line of a tract of land conveyed to Texas Turnpike Authority by 
JUDGEMENT CC -96-2526-e; 
Thence North 89 degrees 45 minutes 38 seconds 
East, 
along the South line of said Texas Turnpike Authority tract, a distance of 101.00 feet to 
an "X" found for corner; 
Thence North 86 degrees 23 minutes 39 seconds 
East, 
continuing along the South line of said Texas Turnpike Authority tract, a distance of 
349.08 feet to an "X" set for corner, said point 
being 
the Northwest corner of Lot 1 of said MIDWAY PARK NORTH II; 
Thence South 00 degrees 14 minutes 23 seconds 
East, 
along the West line of said Lot 1, a distance of 62.38 to an "X" found for corner, 
said point being an interior ell of said Lot 1; 
Thence South 56 degrees 38 minutes 56 seconds 
West, 
along the Northwest line of said Lot 1, a distance of 474.50 feet to an "X" found for 
corner, said point being the West corner of said 
Lot 1 , 
and being the East corner of a tract of land conveyed to the County of Dallas by deed 
recorded in Volume 2004237, Page 00230, Deed 
Records, Dallas County, Texas; 
Thence North 31 degrees 39 minutes 26 seconds 
West, 
along the Northeast line of said County of Dallas tract, a distance of 195.82 feet to a 
1/2 inch iron rod found for corner; 
Thence North 25 degrees 05 minutes 29 seconds 
West, 
continuing along the Northeast line of said County of Dallas tract, a distance of 73.42 
feet to a 1/2 inch iron rod found for corner; 
Thence North 33 degrees 21 minutes 18 seconds 
West, 
continuing along the Northeast line of said County of Dallas tract, a distance of 3.85 
feet to an "X" found for corner, said point being the 
North corner of said County of Dallas tract, and being in the Southeast line of said 
Texas Turnpike Authority tract; 
Thence North 56 degrees 38 minutes 56 seconds 
East, 
along the Southeast line of said Texas Turnpike Authority tract, a distance of 99.09 feet 
to an "X" found for corner, said point being an 
exterior 
ell of said Texas Turnpike Authority tract; 
Thence North 00 degrees 14 minutes 22 seconds 
West, 
along the most Southern East Fine of said Texas Turnpike Authority tract, a distance of 
10.00 feet to the Point of Beginning and containing 
94,098.93 
square feet or 2.1602 acres of land. 
o KELLER SPRINGS ROAD 
o� VARIABLE WIDTH R.O.W. 
N 
P 
0 
-------------------- --- - - - - --- - 
TEXAS TURNPIKE AUTHORITY �+I 
GPS COORDINATES 
JUDGEMENT CC -96-2526-e 15' UTILITY ESMT. U' I N 7,039,413.479fi 
POINT OF ' JUDGEMENT CC -96-2526-e a E 2,477,686.9628 
GPS COORDINATES BEGINNING 'I 
( N 7,039,387.1886 
E 2,477,237.7868 GPS COORDINATES ► "X" SET 
N 7,039,388.4906 i 
WITNESS "X" FOUND BEARS X" FOUND E 2,477,338.7784 N86 -273'39'E 349.08 
I N20'20'06"W 0.22' ( 263.06' 
N00'14'22"W N89'45'38"E 101.00 67.5'' 
"X" FOUND 86.02' ` ' '-i L27- L14 i` -L29 a 16,31 N 
1 0.00 L26 F o0 10' UTILITY ESMT. �I j 
1 FOUND W "X" FOUND BEARS o:00 i JUDGEMENT CC -96-2526-e I W 
6 z ttn ! 15' WATER ESMT. 'n ,nl --DETENTION 
N15'06'32"W 0.29' AREA ESMT. 
\ L35 BY THIS PLAT J J w BY THIS PLAT 30' ACCESS ESMT. 
10' UTILITY ESMT. 
\ + GPS COORDINATES '' `" �' 15.0' 15.0' 
r0�$ Dg E 2,477,237.9$57 JUDGEMENT CC -96-2526-e EAS VOL. 83035, PG. 1180 
`h g • 11.00 
GPS COORDINATES \ Oj 
N 7,039,321.9938 I I '' I 
E 2,477,155.6219 �Q LL32 
of - LOT 2 
WITNESS "X" FOUND BEARS 
N78'36'23"W 0.16\ 24' MUTUAL INGRESS I `' ;~' 39,014.30 Sq.ft. 1 BYWT IS PLATATER T C17 
• ' " \ LOT 1 &BYGRSPLAT0.8956 acres 
' 
EGRESS 
ESMT. ` 
N33 21 18 W 54,893.88 sq.ft. 'I 
\ 3.85' \\ 2r, '� 1.2602 acres I 1\51 /C14 / 
THOMAS DEVELOPMENTS) JI 
�o O 1a 0 ADDITION M \ _ \ / / 
OG \ M J 30' ACCESI ESMT. 
VOL. 83035, PG 1 180 
a0 Q 94,098.93 sq.ft. I I f L23 
may; �, 2.1602 acresC; eifJ 
`S 15' WATER ESMT. 
GPS COORDINATES BY THIS PLAT 
\ N 7,039,252.5788 
E 2,477,189.4795 \ w 
d >>S' SIDEWALK ESMT. > > z 
\ BY THIS PLAT to cr- 
N 
\ \ \ 4 W W 
L\� O< cP�G o 3 i5 
% 
v 
\Op' 15' WATER ESMT. / 
BY THIS PLAT / 
GPS COORDINATES 
N 7,039,351.1048 
E 2,477,687.7673 
CERTIFICATE OF APPROVAL 
APPROVED BY THE TOWN OF ADDISON, DALLAS 
COUNTY TEXAS, this Ca"' _ day of 
-- � 2008. 
OWNERS DEDICATION 
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: 
That Thomas A. Spagnola, does hereby adopt this plat designating the hereinabove property as THOMAS 
DEVELOPMENTS 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, 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 responsibilities. 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 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 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 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. 
WITNESS, m and at Dallas, Texas, this the da of _ _ , 2008. 
Y - Y � - 
BY:-------------------� ---------------------------- 
Thomas A. Spagnola7 
STATE OF TEXAS 
COUNTY OF DALLAS 
BEFORE ME, the undersigned, a Notary Public in and for said County and State on this day appears Thomas 
A. Spagnola known to me to be the person whose name is subscribed to the foregoing instrument and 
acknowledged to me that he/she executed the same f or, the purposes d considerations therein expressed. 
Qr 
g14EN 1ADER MY HAN„ D ANQ SEAL OF FFICE, this the day of_ _ _, 2008. 
HAILEY NICOLERADCLIFF 
} Notary Public, of Texas 
--- ------------------ �'+�° My COMM, Expires Mar, 28, 2012 
Notary Publi in and for he State Texas. 
SURVEYO STATEMENT: 
I, Bryan Connally, 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 Board of Professional Land Surveying. 1 further affirm 
that monumentation shown hereon was either found or placed in compliance with the Town of Addison; and 
that the digitaldrawing file accompan 'ng is plat is a precise representation of this Signed Final Plat. 
JDated this the_ da 0 ____-_____, 2008. 
Bryan C nally.-Y' 
Texas Registered Profession I '-Ld5ISurv.V r No. 5513 
STATE OF TEXAS 40SIJFts � 
COUNTY OF DALLAS 
BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally 
appeared Bryan Connally 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 purpose therein expressed and under 
oath stated that the statements in the foregoing certificate are true. A 
VEN RNDER MY AN? ND SE OF OFFICE this _1 day of , c` -___ 2008. 
. a � 
I � 
,'Ry P HAILEY NICOLE RADCLIFF 
Nota Public, 
otary Pu lic in and or the t e of Texas *, ryiresAar.28, 0 
My Comm. Expires Mar. 28, 20t2 
�. DETENTION AREA EASEMENT 
000 .��•\ \ \ 6�b ,��% / N 00 \$O 
1 \ j� ru, / �� / �O� �G. N This plat is approved by the Town of Addison and accepted by the owner(s), subject to the following conditions 
which shall be binding upon the owner(s), his heirs, grantees and successors, and assigns: 
p , TYCONFORMED COPY 
The proposed detention area easement(s) within the limits of this addition, will remain as detention area(s) to the 
\\ / moo. / �\ O\'• line and grade shown on the plans at all times and will be maintained by the individual owner(s) of the lot or lots Viri,- "`� OFFICIAL PUBLIC RECORDS 
� that are traversed by or adjacent to the detention area(s). The Town of Addison will not be responsible for the 
J o/ maintenance and operation of said detention areas) or any damage or injury to private property or person fihafi 
�?T OF John F. SJarren County Clerk 
\ cit results from the flow of water along, into or out of said detention area(s), or for the control of erosion. 
GPS COORDINATES Dallas County TEXAS 
N 7,039,086.7988 I No obstruction to the natural flow of storm water run-off shall be permitted by filling or construction of any type 
GENERAL NOTES E 2,477,293.7008 September ae, �®0� 61:14:2® aro 
of dam, building, bridge, fence, walkway or any other structure within the designated detention area(s) unless FEE:$ 33.00 
1) BASIS OF BEARINGS IS THE NORTHWEST LINE OF LOT 1, MIDWAY PARK approved by the Director of Public Works, provided; however, it is understood that in the event it becomes necessary ����Q1��% 
NORTH II, PER PLAT RECORDED IN VOLUME 83035, PAGE 1180, MAP �o for the Town of Addison to erect any type of drainage structure in order to improve the storm drainage that may 
RECORDS, DALLAS COUNTY, TEXAS. (S56°38'56"W) \ °o. be occasioned by the streets an alleys in or adjacent to the subdivisions, then, in such event, the Town of Addison 
2) THE REASON FOR THIS PLAT IS TO CREATE 2 LOTS. shall have the right to enter upon the detention area(s) at any point, or points, to erect, construct and maintain 
3) ANY STRUCTURE NEW OR EXISTING MAY NOT EXTEND ACROSS NEW any drainage facility deemed necessary for drainage purposes. Each property owner shall keep the detention area(s) FINAL PLAT 
PROPERTY LINES. \ traversing or adjacent to his property clean and free of debris, silt and any substance, which would result in THOMAS DEVELOPMENTS ADDITION 
unsanitary conditions or blockage of the drainage. The Town of Addison shall have the right of ingress and egress 
4) IRF= IRON ROD FOUND. \ for the purpose of inspection and supervision of maintenance work by the property owner(s), or to alleviate any MYERS SU SQ. FT. T 2.1602 O. ACRES 
5) GRID COORDINATES ARE BASED UPON CiTY OF CARROLLTON MONUMENT undesirable conditions, which may occur. DAVID WITT SURVEY, ABSTRACT N0. 923 AND THE 
W.H. WITT MYERS SURVEY, ABSTRACT NO. 1609 
(COC 4) WHiCH IS DATED OCTOBER 21, 2002. 
The detention area(s) as in the case of all detention areas are subject to storm water overflow(s) to an extent, TOWN OF ADDISON, DALLAS COUNTY, TEXAS 
LATITUDE: 32° 57' 30.04279"N which cannot be clearly defined. The Town of Addison shall not be held liable for any damages of any nature OWNER: THOMAS A. SPAGNOLA 
LONGITUDE: 96° 52' 38.29199"W resulting from the occurrences of these natural phenomena, nor resulting from the failure of any structure or 3211 VALLEY FORGE DOUG ENGINEERING 
LY & ASSOCIATES, INC. 
ENGINEERING 
structures, within the detention area11545 Pag 
s) or subdivision storm drainage system. McKINNEY, TEXAS 75070 • PLANNING •SURVEYING 
NORTHING: 7,035,436.612' 
P 972.926.8066 emlll Road � Suite 200 •Dallas, Texas 2 
FASTING: 2,466,177.089' F 972.481.1640 P 214.349.9488 F 214.349.2216 
The detention area easement line identified on this plat shows the detention area(s) serving this addition. www.dcadfw.com 
ELEVATION: 531.461' SCALE: 1"=40' / DATE. AUGUST 26, 2005 / JOB NO. 0703152-1 / DRAWN BY: CG