BART 
Country 
CURVE 
DEL TA 
RAD/US 
TANGENT 
Place Golf 
CH. BRGG, 
CHORD 
a 
4 44'33" 
Course 
55.54' 
r 
w 
110.99' 
EC2 
18'1231 " 
60.00' 
9.62' 
19.07' 
SQUARE' 
r 
EC3 
1626J8" 
STONEHENGE 
m 
N 
BILLY 
11.44' 
EC4 
25904" 
1333.24' 
34.73' 
SQUIRES 
N2859241F 
69.44' 
EC5 
8029:29" 
6.29' 
5.32' 
8.83' 
S37 48'12 E 
LII` 
_ ,. 
m 
34.00' 
33.93' 
53.34' 
D v BOBBI 4 
DOME 
w 
�I 
T LINE 
CURVE TABLE 
CURVE 
DEL TA 
RAD/US 
TANGENT 
LENGTH 
CH. BRGG, 
CHORD 
ECl 
4 44'33" 
1341.24' 
55.54' 
111.02' 
N2321'371E 
110.99' 
EC2 
18'1231 " 
60.00' 
9.62' 
19.07' 
N34 50 09'E 
18.99' 
EC3 
1626J8" 
40.00' 
5.78' 
11.48' 
N35 43'05 "E 
11.44' 
EC4 
25904" 
1333.24' 
34.73' 
69.45' 
N2859241F 
69.44' 
EC5 
8029:29" 
6.29' 
5.32' 
8.83' 
S37 48'12 E 
8.13' 
EC6 
895257" 
34.00' 
33.93' 
53.34' 
S33 06 27"E 
48.03' 
EC7 
87'0435" 
20.00' 
19.00' 
30.40' 
S34 ;3741 "E 
27.55' 
EC8 
90100100" 
20.00' 
20.00' 
31.42' 
N33'09 59 "W 
28.28' 
EC9 
833036" 
20.00' 
17.85' 
29.15' 
S60 04 43"W 
26.64' 
EC10 
2900'38" 
29.44' 
7.62' 
14.91' 
S822'14'E 
14.75' 
EC11 
255723" 
29.33' 
6.76' 
13.29' 
N431411017- 
13.17' 
EC12 
895257" 
20.00' 
19.96' 
31.37' 
N3310627"W 
28.26' 
ECl3 
3678'51 " 
44.00' 
14.43' 
27.89' 
N595331 "W 
27.42' 
EC14 
444530" 
21.25' 
8.75' 
16.60' 
N64 '06'50"W 
16.18' 
EC15 
92102102" 
21.50' 
22.28' 
34.54' 
S57 4857"W 
30.94' 
LEGEND 
(CM) 
CONTROLLING MONUMENT 
L1 N 11'46'02" E 
1/2" IRON ROD WIRED CAP 
O 
STAMPED ONEAL 5570" SET 
L3 N 43'56'25" E 
(UNLESS NOTED) 
0 
MONUMENT FOUND (AS NOTED) 
RADIUS LENGTH 
P.K. NAIL FOUND WITH WASHER 
8'06'35" 
STAMPED "BHB" FOUND 
O.P.R.D.C.T. 
OFFICIAL PUBLIC RECORDS 
E5 
DALLAS COUNTY, TEXAS 
D.R.D.C.T. 
DEED RECORDS, DALLAS COUNTY, TEXAS 
N.L.S. 
MAG NAIL SET 
ESMT. 
EASEMENT 
ENGINEER: 
JONES I CARTER 
4500 MERCANTILE PLAZA DRIVE, STE. 210 
FORT WORTH, TX 76137 
PHONE: 972-488-3880 
DEVELOPER: 
RACETRAC PETROLEUM, INC. 
200 GALLERIA PARKWAY SE, STE. 900 
ATLANTA, GEORGIA 30339 
(770)431-7600 
OWNER: 
GINGERCREST, INC. 
200 GALLERIA PARKWAY SE, STE. 900 
ATLANTA, GEORGIA 30339 
(770)431-7600 
OWNER: 
MESQUITE CREEK DEVELOPMENT, INC. 
200 GALLERIA PARKWAY SE, STE. 900 
ATLANTA, GEORGIA 30339 
(770)431-7600 
NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND 
BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW 
AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES 
AND BUILDING PERMITS. 
PLACEMENT OF STREET TREES SHALL NOT INTERFERE WITH 
THE PLACEMENT OF TRAFFIC CONTROL DEVICES OR VISIBILITY 
AT INTERSECTIONS. EXISTING AND FUTURE TRAFFIC CONTROL 
DEVICES MAY REQUIRE THE REMOVAL OR PRECLUDE THE 
PLANTING OF STREET TREES. 
DEVELOPMENT STANDARDS OF THIS PLAT SHALL COMPLY WITH 
ZONING ORD. 66 AS AMENDED. 
GENERAL NOTES: 
1. THE BEARINGS AND GRID COORDINATES SHOWN HEREON 
ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM 
OF 1983, NORTH CENTRAL ZONE. 
CS 
OINEAL SURVEYING CO. 
31 1 1 COLE AVE., STE. 1 03 
DALLAS, TX 75204 
(903) 70B -2B91 
TBPLS FIRM # 101941 32 
WWW.ONEALSURVEYING.COM 
W 
S 
0' 15' 30' 60' 
SCALE 1" = 30' 
ST, LO 
_tIs OUT 
A 
- -- 
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us 
AtIsTrn 
/ - GHT •pF- RAI Ln p - - 
� 
BENT'' R. F Els 
_ 233.32' 
A �' / DRIVEWAY EASEMENT rn 1p' ELECT- o 
yam, VOLUME 94124, PAGE 946 PFLUGER ADDITION (BY NIS 
P gTMEN�_ _ _ _ 
D.R.D.C.T. 
VOLUME 94176, PAGE 1650 N ) 878'1¢,57„ _ 
D.R.D.C.T. o E 17� _ '/2„ 
5 8" I.R.F C,./ " �; C�Ty or` _ (CM R.F� --- 
(C ) O o `� VOL. 5306, PG 1s' WATER 
NT 
i 3s 92 / .� " 329, _ O. R C.E = __ 
16.94' 
�� 10.1 F � 5/8" I.R.F W/YELLOW- 
£ol� 3 os S78°09, CAP "BHB" BRS. 2 °ET 
0256-E 59 E-227. N54°32'40"W-0.71' Z (BY 
EASEM 
24' REL 46 87 '_ 3, THIS PLAT) NT w 
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/ O p' ter' 20' 8YlNAGE 9 SEM 6 40' 8 O9 3s"W 17� `� Co 
� cV� THIS PLAT) ENT E12 E13 
g0g'S9'E 7 0 35 DRAINAGE ' 
ry0 �� • lop � iBY THlS p ASEMENT 
/-� LOT 2R-1 , BLOCK 1 iNSTNoA/N' ES LAT) 
R 011 
I � � T O.P•2D.��iO 3 
/6) M (73 452 SQI.R.F Cd. FT.) e� BE REMOVED 
/(:r4 
���/ /SYELLOW)Q I TN/S PLAT) 
(CAP"131­113"w J _s' r 
/ w a LOT 2, BLOCK 1 
(CM) o Q v� BELT LINE/MARSH BUSINESS PARK m/ INST. NO. 200100100113 �� 
0. P. R. D. C. T. I ? w Q 
J 
MESQUITE CREEK DEVELOPMENT, INC. J W M r= W 2 LOT 2R-2, BLOCK 1 / to 
N VOLUME 2000229, PAGE 11119 t z ? cV Z Q ,z M 
D.R.D.C.T. J � N a mozc) 'q) � > 1.447 AC.LEi 3 
m ;V z) N N o (63, 01 1 SQ . FT.) �o 
Q2rna N 3 N 
�C) YWo� o rh 
� o o PORTION OF BLOCK 1 
11c,i co o z " in BELT LINE/MARSH BUSINESS PARK 
/,' ' �,/ j VOLUME 81060, PAGE 170 
D.R.D.C.T. LOT 1, BLOCK 1 
Ij GINGERCREST, INC. BELTVOLUME LINE/M ARSH 830426 PAIGES425ARK 
INSTRUMENT NUMBER 201200358777 D.R.D.C.T. 
O.P.R.D.C.T. 
24' 
.o' FIRTEN,ISNPL T S78/ 0g'E 181 /�-7gg+'S9 
50. 
=525.(13Y 
E_w L�'1'7 
N7ggs9..W_�� r-: �$ 09 X5"� _ E4 iu 7g 69' `°2.61' i co J F�� U roe 
�' Q m 
� ©' 
C - � / � 2 DRAINAGE 
----- co THIS EASEMENT 
P. K. NLF ---- .! E20 S7g•°9 s__ PLAT) 
-o 0o 
--� 5/8„ I.R.F (CM) - - - 66.00' 
-- ------ -- - - N 78.00 p 1/2" I.R.F 
' 
5/8" I.R.F /YELLOW 
CAP "BHB7(CM) 
I 
BOUNDARY LINE TABLE 
LINE BEARING 
DISTANCE 
L1 N 11'46'02" E 
12.00' 
L2 N 24.03'39" W 
21.96' 
L3 N 43'56'25" E 
11.66' 
CURVE 
I DELTA 
RADIUS LENGTH 
Cl 
8"06'35" 
542.00' 76.72' 
CHORD BEARING CHORD 
N 82'13'16" W 76.65' 
CURVE 
DELTA 
RADIUS LENGTH 
C2 
8'06'35" 
1 458.00' 64.83' 
CHORD BEARING CHORD 
N 82'13'16" W 64.77' 
BOUNDARY CURVE TABLE 
CURVE 
DELTA 
RADIUS LENGTH 
C3 
3'12'27" 
1323.24' 74.07' 
CHORD BEARING CHORD 
N 29'06'06" E 74.06' 
CURVE 
DELTA 
I RADIUS LENGTH 
C4 
16'26'38" 
50.00 14.35' 
CHORD BEARING CHORD 
N 35'43'06" E 14.30' 
CURVE 
DELTA 
RADIUS LENGTH 
C5 
18'12'31" 
50.00' 15.89' 
CHORD BEARING CHORD 
N 34°50'09" E 15.82' 
CURVE 
DELTA 
RADIUS LENGTH 
C6 
4'40'24" 
1331.24' 108.58' 
CHORD BEARING CHORD 
N 23'23'42" E 108.55' 
/8" I.RF W/YELLOW CAP "BHB" .2PASSTo 0 ---- 59 W-256-69' (CM) P. 0. B. 
�D 
1_ 'r► .-8,.5p. 
An -- _ 8� PAGE 43 4 WA �' MEDIC _► 
( 0R PAID _ D R D CATI0N _ 
MEAL y OA.D _ T 
------- 
(2 SIG Ty 
no _ 
T-pF-y� AD) 
-- 
1/2" I.R.F W/YELLOW 
CAP "BGT" 
LINE TABLE 
LINE 
BEARING 
LENGTH 
El 
S435625 "W 
11.66' 
E2 
S24 0339E 
11.68' 
E3 
S78 09 59 F 
107.50' 
E4 
S88 54 52 E 
28.62' 
E5 
S78109'597- 
73.23' 
E6 
SI150 01 "W 
6.79' 
E7 
S1150 01 "W 
20.00' 
E8 
N78109'59 "W 
20.00' 
E9 
511'50'01"W 
20.00' 
E10 
N78 09'59 "W 
35.00' 
LINE TABLE 
LINE 
BEARING 
LENGTH 
Ell 
N11 *49'12"E 
5.01' 
E12 
S78 09'35 E 
35.00' 
E13 
Sll49'12"W 
5.00' 
E14 
S78 03'59 "E 
10.00' 
E15 
N78 03'59 "W 
10.00' 
E16 
Nl l 50 Ol 'E 
11.74' 
E17 
.511'50'01"W 
4.26' 
E18 
N1170 2l "E 
9.04' 
E19 
N34 03'S9'E 
21.18' 
E20 
57150 Ol "W 
F4.2T 
J 
P.O.C. 
�- REP LAT 
_ LOT 2R-1 & LOT 2R-2, BLOCK 1 
BELT LINE/MARSH BUSINESS PARK 
BEING A REPLAT OF LOT 2, BLOCK 1 
BELT LINE/MARSH BUSINESS PARK 
AN ADDITION TO THE TOWN OF ADDISON, 
ACCORDING TO THE PLAT RECORDED IN 
- INSTRUMENT NUMBER 200101242494 OF THE 
OFFICIAL PUBLIC RECORDS OF DALLAS COUNTY, TEXAS 
AND 
A PORTION OF BLOCK 1, 
BELT LINE/MARSH BUSINESS PARK, 
AN ADDITION TO THE TOWN OF ADDISON, 
ACCORDING TO THE PLAT RECORDED IN 
VOLUME 81060, PAGE 170 OF THE 
DEED RECORDS OF DALLAS COUNTY, TEXAS 
AND BEING 
3.133 ACRES OF LAND OUT OF THE 
D. MYERS SURVEY, ABSTRACT NUMBER 923 
TOWN OF ADDISON, DALLAS COUNTY, TEXAS 
SCALE: 1 "=30' JULY, 2019 SHEET 1 OF 2 
OWNER'S CERTIFICATE 
STATE OF TEXAS § 
COUNTY OF DALLAS § 
WHEREAS, MESQUITE CREEK DEVELOPMENT, INC. AND GINGERCREST, INC. ARE THE OWNERS OF A TRACT OR PARCEL OF LAND SITUATED IN THE D. MYERS SURVEY, ABSTRACT NUMBER 923, 
TOWN OF ADDISON, DALLAS COUNTY, TEXAS, BEING ALL OF LOT 2, BLOCK 1, BELT LINE/MARSH BUSINESS PARK, AN ADDITION TO THE TOWN OF ADDISON BY PLAT THEREOF RECORDED IN 
INSTRUMENT NUMBER 200100100113, OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXAS (O.P.R.D.C.T.) AS CONVEYED TO MESQUITE CREEK DEVELOPMENT, INC. BY DEED RECORDED IN 
VOLUME 2000229, PAGE 11119, DEED RECORDS, DALLAS COUNTY, TEXAS (D.R.D.C.T.) AND ALL OF THAT TRACT OF LAND CONVEYED TO GINGERCREST, INC. BY DEED RECORDED IN 
INSTRUMENT NUMBER 201200358777, (O.P.R.D.C.T.) AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: 
Commencing at a 1 /2" iron rod with yellow cap stamped "BGT" found at the southeast corner of a tract of land conveyed to Town of Addison for right—of—way dedication by instrument 
recorded in Volume 94138, Page 4334, (D.R.D.C.T.) at the southwest corner of Lot 1, Block 1, Belt Line — Marsh Business Park, an addition to the City of Addison by plat thereof 
recorded in Volume 83042, Page 425, (D.R.D.C.T.) and being in the original north line of Arapaho Road (60' right—of—way formerly known as Realty Road) as dedicated by Belt 
Line/Marsh Business Park, an addition to the City of Addison by plat thereof recorded in Volume 81060, Page 170, (D.R.D.C.T.); 
Thence North 11 Degrees 46 Minutes 02 Seconds East, along the west line of the above mentioned Lot 1, Block 1 and the common east line of the above mentioned Town of Addison 
tract, a distance of 12.00 feet to a 1/2" iron rod found at the southeast corner of the above mentioned Gingercrest, Inc. tract, some being the northeast corner of said Town of 
Addison tract for the POINT OF BEGINNING of the herein described 3.133 acre tract; 
THENCE along the south line of said Gingercrest, Inc. tract and the above mentioned Lot 2, Block 1, same being the common north line of said Town of Addison tract, the following 
four (4) courses and distances: 
(1) North 78 Degrees 09 Minutes 59 Seconds West, at a distance of 234.29 feet pass a 5/8" iron rod with yellow cap stamped "BHB" found at the southeast corner of said 
Lot 2, Block 1, and continuing for a total distance of 256.69 feet to a 5/8" iron rod found at the beginning of a tangent curve to the left having a delta angle 
of 8 Degrees 06 Minutes 35 Seconds, a radius of 542.00 feet and a long chord that bears North 82 Degrees 13 Minutes 16 Seconds West for a distance of 76.65 feet; 
(2) Northwesterly, along the above mentioned tangent curve to the left, an arc length of 76.72 feet to a p.k, nail found at the beginning of a reverse curve to the right having a 
delta angle of 8 Degrees 06 Minutes 35 Seconds, a radius of 458.00 feet and a long chord that bears North 82 Degrees 13 Minutes 16 Seconds West for a distance of 
64.77 feet; 
(3) Northwesterly, along the above mentioned reverse curve to the right, an arc length of 64.83 feet to a point for corner; 
(4) North 78 Degrees 09 Minutes 59 Seconds West, a distance of 112.61 feet to a mag nail set at the south end of a corner clip for right—of—way dedication to City of Addison 
as shown on the above mentioned Belt Line/Marsh Business Park addition (Inst. No. 200100100113), some being the most southerly southwest corner of said Lot 2, Block 1; 
THENCE North 24 Degrees 03 Minutes 39 Seconds West, a distance of 21.96 feet to a mag nail set at the north end of the above mentioned corner clip, same being the most 
northerly southwest corner of said Lot 2, Block 1 and being in the east right—of—way line of Marsh Lane and being at the beginning of a non—tangent curve to the left having a delta 
angle of 3 Degrees 12 Minutes 27 Seconds, a radius of 1323.24 feet and a long chord that bears North 29 Degrees 06 Minutes 06 Seconds East, a distance of 74.06 feet 
THENCE along the above mentioned east right—of—way line of Marsh Lane and the common west line of said Lot 2, Block 1, the following five (5) courses and distances: 
(1) Northeasterly, 
along 
the above mentioned non—tangent curve to 
the left, an arc length of 74.07 feet to a 5/8" iron 
rod with yellow cap stamped "BHB" found at the beginning 
of a non—tangent curve to the right having a delta angle of 16 
Degrees 26 Minutes 38 Seconds, a radius of 50.00 
feet and a long chord that bears North 35 Degrees 43 
Minutes 06 Seconds 
East for a distance of 14.30 feet; 
(2) Northeasterly, 
along 
the above mentioned non—tangent curve to 
the right, an arc length of 14.35 feet to a p.k. nail 
with washer stamped "BHB" found; 
(3) North 43 Degrees 56 Minutes 25 Seconds East, a distance of 
11.66 feet to a p.k. nail with washer stamped "BHB" found at the beginning of a tangent curve to the left having 
a delta angle 
of 18 
Degrees 12 Minutes 31 Seconds, a radius 
of 50.00 feet and a long chord that bears North 34 
Degrees 50 Minutes 09 Seconds East for a distance of 
15.82 feet; 
(4) Northeasterly, 
along 
the above mentioned tangent curve to the 
left, an arc length of 15.89 feet to a 5/8" iron rod with yellow cap stamped "BHB" found at the beginning of a 
tangent curve 
to the left having a delta angle of 4 Degrees 40 Minutes 24 Seconds, a radius of 1331.24 feet and 
a long chord that bears North 23 Degrees 23 Minutes 42 
Seconds East 
for a 
distance of 108.55 feet; 
(5) Northeasterly, 
along 
the above mentioned tangent curve to the 
left, an arc length of 108.58 feet to a 5/8" iron rod 
found at the northwest corner of said Lot 2, Block 1 and 
the southwest 
corner of the Pfluger Addition, an addition to the City of Addison by plat thereof recorded in Volume 
94176, Page 1650, (D.R.D.C.T.); 
THENCE South 78 Degrees 09 Minutes 59 Seconds East, a distance of 227.43 feet to a 1/2" iron rod with red cap stamped "ONEAL 6570" set at the northeast corner of said 
Lot 2, Block 1 and the southeast corner of the above mentioned Pfluger Addition, from which a 5/8" iron rod with yellow cap stamped "BHB" found bears 
North 54 Degrees 32 Minutes 40 Seconds West, a distance of 0.71 feet; 
THENCE North 11 Degrees 56 Minutes 01 Seconds East, a distance of 110.29 feet to a 5/8" iron rod found (bent) in the south line of the St. Louis & Southwestern 
Railroad (100' right—of—way) at the northeast corner of said Pfluger Addition and the northwest corner of said Gingercrest, Inc. tract; 
THENCE South 78 Degrees 14 Minutes 57 Seconds East, along the south line of said St. Louis & Southwestern Railroad right—of—way, a distance of 233.32 feet to a 1/2" iron rod 
found at the northeast corner of said Gingercrest, Inc., same being the northwest corner of the above mentioned Lot 1, Block 1 Belt Line — Marsh Business Park (Vol. 83042, Pg, 
425); 
THENCE South 11 Degrees 46 Minutes 02 Seconds West, along the west line of said Lot 1, Block 1 Belt Line — Marsh Business Park and the common east line of said Gingercrest, Inc. 
tract, a distance of 333.01 feet to the POINT OF BEGINNING and containing 3.133 acres (136,463 square feet) of land, more or less. 
BY, G RCREST, IL�IC. 
BRIAN THORNTON 
VICE PRESIDENT 
BY- M /TE CREE PMENT, INC. 
BRIAN THORNTON 
VICE PRESIDENT 
STATE OF ` i'A — 6 
COUNTY OF ' § 
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED BRIAN THORNTON KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE 
FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT H, XECUTED THE AME FOR THE PURPOSES AND CONSIDERATIONS THEREIN STATED. 
GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS DAY OF 2019 
v — i w=IU ;v •® 'tJ 
NOTARY PIC /N D FOR THE STATE OF ZZ 0 ��U 
U Loff. > 
STATE OFar-'61�4' § `►.•� • .A UGU�...... ' �J `�• 
COUNTY OF if�I 111101110 I 
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED BRIAN THORNTON KNOWN TO ME TO 9E THE PERSON WHOSE NAME IS SUBSCRIBED TO THE 
FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE S ME FOR THE PURPOSES AND CONSIDERATIONS THEREIN STATED. 
GIVEN UNDER MY HAND AND SEAL OF OFF/CE ON THIS Atg�IIDAY OF 2019 
t HAW 
•� � 0`� 
PU 
SURVEYOR'S CERTIFICATION �' O 
NES C `�`� 
I, DANIEL CHASE O'NEAL, A REGISTERED PROFESSIONAL LAND SUR VEYOR�ItIaJ11�N1�� STATE OF TEXAS, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS 
PLAT FROM AN ACTUAL ON THE GROUND SURVEY OF THE LAND, AND THE MONUMENTS SHOWN HEREON WERE FOUND AND PLACED UNDER MY 
PERSONAL SUP RVISION IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY PLAN COMMISSION OF THE TOWN OF ADDISON. 
OF 
DANIEL CHASE O'NEAL 
TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6570 
DATE: 
DANIEL 
CHASE 
...:...®. 
..............©I 
STATE OF TEXAS §, ~,. 657Q,........ 
t°...° 
COUNTY OFL 
BEFORE ME, THE UNDERSIGNED AUTHOR/TY ON THIS DAY PERSONALLY APPEARED DANIEL CHA OWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO 
THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR T ' RPOSES AND CONSIDERATIONS THEREIN EXPRESSED IN THE CAPACITY 
THEREIN STATED. 
GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS r"� DAY OF 2019 
� �PpY AG 
i e^ CINDY ANTE 
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS Nq Notary ID #131656929 
P My Commission Expires 
rForz�+ July 26, 2022 
C 
01NEAL SURVEYING Ca. 
31 1 1 COLE AVE., STE. 103 
DALLAS, TX 75204 
(903) 708-2891 
T13PLS FIRM # 1 ❑ 1 94132 
WWW.ONEALSURVEYING.COM 
DETENTION AREA EASEMENT STATEMENT 
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: 
THE PROPOSED DETENTION AREA EASEMENT(S) WITHIN THE LIMITS OF THIS ADDITION, WILL REMAIN AS DETENTION AREA(S) TO THE LINE 
AND GRADE SHOWN ON THE PLANS AT ALL TIMES AND WILL BE MAINTAINED BY THE INDIVIDUAL OWNER(S) OF THE LOT OR LOTS THAT 
ARE TRAVERSED BY OR ADJACENT TO THE DETENTION AREA(S). THE TOWN OF ADDISON WILL NOT BE RESPONSIBLE FOR THE 
MAINTENANCE AND OPERATION OF SAID DETENTION AREA(S) OR ANY DAMAGE OR INJURY TO PRIVATE PROPERTY OR PERSON THAT 
RESULTS FROM THE FLOW OF WATER ALONG, INTO OR OUT OF SAID DETENTION AREA(S), OR FOR THE CONTROL OF EROSION. 
NO OBSTRUCTION TO THE NATURAL FLOW OF STORM WATER RUN—OFF SHALL BE PERMITTED BY FILLING OR CONSTRUCTION OF ANY TYPE 
OF DAM, BUILDING, BRIDGE, FENCE, WALKWAY OR ANY OTHER STRUCTURE WITHIN THE DESIGNATED DETENTION ARE(S) UNLESS APPROVED 
BY THE DIRECTOR OF PUBLIC WORKS, PROVIDED: HOWEVER, IT IS UNDERSTOOD THAT IN THE EVENT IT BECOMES NECESSARY FOR THE 
TOWN OF ADDISON TO ERECT ANY TYPE OF DRAINAGE STRUCTURE IN ORDER TO IMPROVE THE STORM DRAINAGE THAT MAY BE 
OCCASIONED BY THE STREETS AND ALLEYS IN OR ADJACENT TO THE SUBDIVISIONS, THEN, IN SUCH EVENT, THE TOWN OF ADDISON 
SHALL HAVE THE RIGHT TO ENTER UPON THE DETENTION AREA(S) AT ANY POINT, OR POINTS, TO ERECT, CONSTRUCT AND MAINTAIN ANY 
DRAINAGE FACILITY DEEMED NECESSARY FOR DRAINAGE PURPOSES. EACH PROPERTY OWNER SHALL KEEP THE DETENTION AREA(S) 
TRAVERSING OR ADJACENT TO HIS PROPERTY CLEAN AND FREE OF DEBRIS, SILT AND ANY SUBSTANCE WHICH WOULD RESULT IN 
UNSANITARY CONDITIONS OR BLOCKAGE OF THE DRAINAGE. THE TOWN OF ADDISON SHALL HAVE THE RIGHT OF INGRESS AND EGRESS 
FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINTENANCE WORK BY THE PROPERTY OWNER(S), OR TO ALLEVIATE ANY 
UNDESIRABLE CONDITIONS, WHICH MAY OCCUR. 
THE DETENTION AREA(S) AS IN THE CASE OF ALL DETENTION AREAS ARE SUBJECT TO STORM WATER OVERFLOW(S) TO AN EXTENT WHICH 
CANNOT BE CLEARLY DEFINED. THE TOWN OF ADDISON SHALL NOT BE HELD LIABLE FOR ANY DAMAGES OF ANY NATURE RESULTING FROM 
THE OCCURRENCES OF THESE NATURAL PHENOMENA, NOR RESULTING FROM THE FAILURE OF ANY STRUCTURE OR STRUCTURES, WITHIN 
THE DETENTION AREA(S) OR SUBDIVISION STORM DRAINAGE SYSTEM. 
THE DETENTION AREA EASEMENT LINE IDENTIFIED ON THIS PLAT SHOWS THE DETENTION AREA(S) SERVING LOTS 2R-1 & 2R-2 
Conformed Copy 
Official Public Records 
John F. Warren, County Clerk 
Dallas County, TERAS 
09/30/2019 01:02:2'6 PM 
$93.00 
201900260669 
CERTIFICATE OF APPROVAL 
APPROVED BY TH P ING AND ZONING OMMISSIO F THE TOWN OF ADDISON, TEXAS 
ON ®THI THE -- DAY OF , 2019 
A �U� ,..� . 
CHAIF OF THEJPL VgTNG ANQ ZONING COMM 
CITY SECRETARY 
ENGINEER: 
JONES I CARTER 
4500 MERCANTILE PLAZA DRIVE, STE. 210 
FORT WORTH, TX 76137 REPLAT 
PHONE: 972-488-3880 LOT 2R-1 & LOT 2R-2, BLOCK 1 
BELT LINE/MARSH BUSINESS PARK 
BEING A REPLAT OF LOT 2, BLOCK 1 
BELT LINE/MARSH BUSINESS PARK 
AN ADDITION TO THE TOWN OF ADDISON, 
ACCORDING TO THE PLAT RECORDED IN 
INSTRUMENT NUMBER 200101242494 OF THE 
OFFICIAL PUBLIC RECORDS OF DALLAS COUNTY, TEXAS 
AND 
A PORTION OF BLOCK 1, 
BELT LINE/MARSH BUSINESS PARK, 
AN ADDITION TO THE TOWN OF ADDISON, 
ACCORDING TO THE PLAT RECORDED IN 
VOLUME 81060, PAGE 170 OF THE 
DEED RECORDS OF DALLAS COUNTY, TEXAS 
AND BEING 
3.133 ACRES OF LAND OUT OF THE 
D. MYERS SURVEY, ABSTRACT NUMBER 923 
TOWN OF ADDISON, DALLAS COUNTY, TEXAS 
DEVELOPER: 
RACETRAC PETROLEUM, INC. 
200 GALLERIA PARKWAY SE, STE. 900 
ATLANTA, GEORGIA 30339 
(770)431-7600 
OWNER: 
GINGERCREST, INC. 
200 GALLERIA PARKWAY SE, STE. 
ATLANTA, GEORGIA 30339 
(770)431-7600 
OWNER: 
MESQUITE CREEK DEVELOPMENT, 
200 GALLERIA PARKWAY SE, STE. 
ATLANTA, GEORGIA 30339 
(770)431-7600 
•I• 
INC. 
900 
SCALE: 1 "=30' JULY, 2019 SHEET 2 OF 2