RP Filed w/County 032408
STATE OF TEXAS
DALLAS COUNTY
STATE OF TEXAS
COUNTY OF DALLAS
OWNERS CERTIFICATION
Executed this ___~___ day of __~:~~~___, 2008.
WHEREAS KTR COPPELL LLC is the owner of 0 tract or parcel of land situated in the S.A., and
M.G. Railroad Survey Survey Abstract No. 1439, Dallas :=ounty, Texas, and being parts of Lots
1 and 2, Block 1, of the Minyard Addition, on additioll to the City of Coppell os recorded in
Instrument No. 200600241509 and 20070196493, Deed Records of Dallas County, Texas
(D.R.D.C.T.), and also being port of that tract of land described in Deed to Minyard Food
Stores, Inc os recorded in Volume 80037, Page 2327, (D.R.D.C.T.), and port of that tract of
land described in Deed to Minyard Properties, Inc os recorded in Volume 84146, Page 2788,
( 0 . R . D. C . T . ) ( now k now nos M i n y 0 r d r:- 0 0 d S tor e s , I n c ) ,J n d be i n g m 0 r e port i cui 0 r I y des c rib e d 0 s
follows:
By: KTR Coppell LLC
By:
A. Dona Chose
Senior Vice President
BEGINNING at 0 5/8-inch iron rod with cop stomped "Transystems Corporation" found for
corner at the intersection of the south right-of-way lile of Bethel Rood (0 variable width
right-oF-way) and the west right-of-way line of FreekJrt Parkway (0 variable width
right-of-way);
THENCE South 01 degree 24 minutes 00 seconds West. along sOld west right-of-way line of
Freeport Parkway, 0 distance of 1,788.23 feet to 0 po nt for corner on the north line of 0
tract of land described in deed to Dallas Area Rapid Transit Property Acquisition Corporation
os recorded in Volume 91008, Page 1341 (D.R.D.C.T.) From which 0 1/2-inch iron rod with
cop stomped "Horizon Survey Co." bears South 31 degrees 13 minutes 23 seconds East, 0
distance of 0.29 feet;
STATE OF TEXAS
COUNTY OF DALLAS
Before me, the undersigned, 0 Notary Public in and for said County and State, on this day
personolly appeared A. Donald Chose, known to me to be the person and officer whose
nome is subscribed to the foregoing instrum,'nt that he executed the some for the
purposes and considerotion therein expressed, and if the capocity therein stated.
THENCE South 87 degrees 24 minutes 00 seconds We~t, deporting said west right-of-way line
and along said north line, 0 distance of 1,838.73 feet to 0 1/2-inch iron rod found for
southwest corner of said Minyard tract arld also being the southeast corner of 0 tract of land
described in deed to United Stotes Post Office North Texas os recorded in Volume 87108,
Page 3399 (D.R.D.C.T.);
Given under my hand and seal of office, -~~;.':;;;;"""
Th is _ n 13:!?-____ day of JJ "j ^ _"'- AA 7/ __, 2008 ./ZJ ~~~;;~1~:!;~1'i:if;,
~~.=L:.-Zr-- ,,,, March 27,2009
.>".....,..~~~
N~~~~i~~~d1iC~~~~ ---- ----------------.------------
THENCE North 01 degree 44 minutes 17 seconds East, departing said north line and along
said common line, 0 distance of 822.33 feet to 0 1 I~ -inch iron rod found for corner;
THENCE North 88 degrees 23 Illinutes 16 seconds Wes" continuing along said common line, 0
distance of 14.08 feet to 0 point for corner from whic h 0 1/2-inch iron rod bears North 69
degrees 06 minutes 48 seconds East, 0 distance of 0.45 feet;
THENCE North 01 degree 36 minutes 44 seconds East, continuing along said common line, 0
distance of 1,187.42 feet to 0 1/2 -inch iron rod with cop stomped "Halff Associates, Inc."
found for' corner on the south right-of-way line of so d Bethel Rood;
THENCE along said south light-of-way line of Bethel f'oad the following bearings and
distances:
Floodplain Development Permit Application N'I _____ has been filed with the
City of Coppell floodplain administrator on _ _____________________, 2008.
South 7 9 degrees 4 5 minutes 3 4 seconds East, 0 d i S tJ n c e of 4 36 . 2 6 feet to 0 1 12 - in c h
rod with cop stomped "Halff Associates, Inc." found for corner;
Iron
Floodplain Administrator
Dote
South 88 degrees 40 minutes 08 seconds East, 0 disllllce of 1,147.30 feet to 0 5/8-inch
iron rod with cop stomped "Tr-ansystems Corporation" f Jund for corner;
SC!)th \')' 0t?~r-1?(~ Li!~ n';'-':~!~~'22' :?o Ssc:'.::;~.j~ '/.'c::, .::; c;=~,;cc '-'I 1 ~\.~)!~ f-cc~
rod with co p sta m ped "T ra nsystems Corporation" 1 omd for corn e r;
1,- .' rc; /0
...~, '-...-I '-./ / U II I "
I ro ~-I
South 88 degrees 10 minutes 40 seconds East, 0 dist'JIlce of 245,95 feet to 0 5/8-inch Iron
rod with cop stomped "Transystems Corporation" fe Jnd for corner;
South 43 degrees 34 minutes 02 seconds East, 0 disl'Jnce of 20.99 feet to the POINT OF
BEGINNING AND CONTAINING 3,464,229 squore feet, or /9.528 acres of land, more or less.
Utility Company Receipt Acknowledgement:
OWNERS DEDICATION STATEMENT
8JJ.'l'f-I BJk.____ ___ __u __ ____________
Energy_ ~'ji'___
Oncor
NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:
That, KTR COPPELL LLC, being the owners 01 the Qbovf; described tract of land, does hereby
adopt this replot os Minyards Addition, Lots 1 R, 2R, 3r-; & 4R, Block 1, to the City of Coppell,
Dallas County, Texas, and do hereby dedicate to the public use and benefit forever the streets
and alleys shown thereon for 011 public purposes includng but not limited to 011 street
purposes and the right of the City of Coppell and its 'Jssigns to lay, install, operate, repair,
replace and remove and reconstruct any and 011 public utilities including but not limited to
water lines, sanitary sewer lines, drairlage and storm s';wer lines and canals, gas lines,
telephone poles and lines, electr'ic power lines and app Jrtenances. The right to establish grades
on soid dedicated streets and alleys is hereby granted to the City of Coppell and 011 claims
for damages which may arise by reason of changing tie present surface of said streets to
conform to said grades ore hereby waived. The City of Coppell Wili Not be responsible for the
Operation or Maintenance of the Private Detention Pone Easement. Operation and Maintenance
ore the responsibility of the Lot Owners of This Additioi.
Atmos
Verizon
~
------------ ---------------------
~~~-------------------
Time Worner
The easements shown on the plot, Save and Except thO? Private Detention Pond Easement, ore
hereby granted and dedicated and reserved for the mulual use and accommodation of the City
of Coppell and 011 public utilities desiring to use or usil1g the some for public sewer lines,
drainage and storm sewer canals and lines, gas lines, telephone poles and lines, electric power
lines and appurtenances. All and any public utility and the City of Coppell sholl hove the right
to remove and keep removed 011 or port of any reside lce, building, fences, trees, shrubs or
other improvements, growths or obstructions which may in any way endanger or interfere with
the construction, maintenance, operation or efficiency c f the respective utility in, on or under
said easement strips. The City of Coppell and 011 publi( utilities sholl at 011 times have the full
right of ingress and egress to and from and upon said easement strips for the purpose of
constructing, reconstruction, inspecting, patrolling, maintaining and adding to or removing 011 or
port of the respective systems without the necessity at any time of procuring the permission
of anyone
c' ~~:\~:~ CONFORMED COpy
3:~~~~ OFFICIAL PUBLIC RECORDS
'>~,/ f74--
-f jtclf ~.t""
John F. W
arren County Clerk
Dallas County TEXAS
March 24 20
, 08 03:01:40 PM
FEE: $55.00
All lots in the subdivision sholl be sold subject to the building lines shown on this plot, and
the m i n i mum bu ild i ng setbac k lines in 0 II City of Copp(~11 ord i na nces.
JON E 5 & CAR T E R, INC.
I' I I. " '1:"! ~ I r. I ' I r ' n r
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( " I
SURVEYOR'S CERTIFICATE
STATE OF TEXAS
COUNTY OF DALLAS
I, PHILIP E. ADAMS, Registered Profes:3ional Land Surveyor in the State of Texas, do hereby
certify that I hove prepared this plot from on actual on the ground survey of the land, and
the monuments shown thereon were 'ound andlor placed under my supervision in
accordance wtih the plotting rules anj regulations of the City of Coppell, Texas.
This ____~~___ day of ___~~_~_____, 2008.
PHILIP E. ADAMS
Registered Professional Land Surveyor
NO. 5610
STATE OF TEXAS
COUNTY OF DALLAS
Before me, the undersigned, 0 Notary Public in and for said County and State, on this day
personally appeared Philip E. Adams, known to me to be the person and officer whose
nome is subscribed to the foregoing instrument that he executed the some for the
purposes and consideration therein expressed, and if the capacity therein stated.
Given under my hand and seal of office,
This ___Lg~:..___ day of d~___, 2008.
N;i~i~~~-~~~~~~---.------------------------------
~_ Iv.
I 'l\"~~':!~III...
I ,''.tAj''
ti:~:::)
1 "',::,;nF;\~""~
111111\'
JOANIE R, WEISENBACH
Notary Public, State of Texas
My Commission Expires
Ml:1r~1'l a1. 2009
Recommended for Approval:
_ -'1-~- r( JL:--_____________________ _____
Floodplain ~~~t,trator
City of Coppell, Texas
"z. \ I.V'g
~--------------
Dote
R~t;iJiiva~_____ _______H___
Chairman, Planning and Zoning Comn;;ssion
City of Coppell, Texas
~ ' VJ,?/O
Dote
031/0<6
Mayor
City of Coppell, Texas
Dote
The undersigned, the City Secretary 0 the City of Coppell, Texas, hereby certifies that the
foregoing final plot of the Minyard Adjition, Lots 1 R, 2R, 3R & 4r.,j3lock 1, on Addition to
the C of Copp I was submitted to the City Council on the _Lf:'!!.b-_ day of
--- ______, 200'&..1 and the Council, by formal action, then and there
accepted! t e dedication of streets, alleys, parks, easements, public places and water and
sewer lines, os shown and set forth i 1 and upon said plat, and said Council further
authorized the Mayor to note the acc'?ptance thereof by signing his nome os hereinabove
subscribed.
Witness my hand this
.2.1_:4:/;____ YYJ 0l /1 / ,
_ day of __.!_L-I~___~__________, A.D., 2008
REPLAT
City Secretu
20080094576
MINY ARD
ADDITION
LOTS 1R, 2R, 3R, & 4R, BLOCK 1
BEING A REPLAT OF
LOTS 1 & 2, BLOCK 1 OF
THE MINYARD ADDITION
BEING 79.528 ACRES
OUT OF THE
S.A & M.G. RR SURVEY, A-1439
CITY OF COPPELL
DALLAS COUNTY, TEXAS
JANUARY 2008
DEVELOPER/OV,NER:
KTR COPPEU. llC
300 BARR HARBOR DRIVE, STE 150
CONSHOHOCKEi I, PA 19428
PH: (484) 530-1800
FAX: (484) 53)-1888
SURVEYOR:
ENGINEER:
( ~ COTTON roWEV''''
COMPANY
3030 L8J Freewey, Suite 910
Dallas, Texas 75234
Phone: (972) 488-0440
Fax: (972) 488-3882
J ~ JON E S & CAR T E R,INC.
· ...... ENGINEERS. PLANNERS. SURVEYORS
3030 LBJ Freeway, Suite 910 Dallas, Texas 75234-7747 (972) 488-3880
PFA/DI7L
SHEET 2 OF 2
ISSUED DATE:
JANUARY 2008
JOB No. D224-002
DWC NO /252
LINE TABLE
L1tjE BEARING DIS [ ANCE
L IN15:1 4'26~-E 68.89'
L2N-15:14'26' [: 9339'
U ii' 2U~:~4: t~ 95596'
L~_. N 01'36'44" E 11399'
L5 ~lQ'.~t~Lt '}~~~~:
L6 N 01'44'17" E 437.72'
L2_ S 15:40'01" Vi 4742
L8 ~QI:EIL~- -61.14'
L9 N 88'15'43" W 584.89'
L I 0 5BB: 15'43" [: __ _ ~~?c2~
L115 01:44'17~ Vi 69128
L12 501:44'I?"W ,n 68979'
L 13 S8B:23'16~ E__u~~~ZQ:
L14 fJ8B-23'16' VI 29900'
L!~, ~ Ql~~~:~4:~ 69874"
LI6 2..Q!':'~~~~~~ vy... --BBI40'
L17 N 88'2316" W~=j~~.QQ'
LI8 ~~~lIl~~ 29899'
L19 N 01'36'44" E -.--IS6.6B'
L20 [j~[~Q'Q~: .Vi.~~~~.~Q'
L~.!. _ ~ ~!l:4():()L~ 80069
L22 5 59'10 19" E ,- -67BS'-
L23 ~ ~r.li[lL[ ~'-325:j'
L24 N 01'24'00" E ---67i92'
L25 IT 9IE9Q: e- 1480.4B'
L26 .;!~~:~?QCl~ ~ 4305'
L27 5 88'36'00" E --3938'
L28 N 0,:24'00" E: --, -~~~~E
L29Noi;24'06~ [: 68223'
UO N BB-07'OO' E ----75.69'
UI 501;24'60" Vi- 64475'
U2 fJ 8B-36'00' 'ii- - 137.92'
U3 Ez~~(jQr ~_' ~ BB42'
U4 N 01'24'00" E 610.62'
U5 B (jiEili2: ~ _-59490'
U6 5 88' 3600" E . 24590'
U7 N6B;03'2B'E: "-17442'
U8 5 6B'o3'2B" Vi 170.98'
U9 501;44'11" W 682.29'
L40 50;:44'11" 'Vi --6B694'
L41 58B-15'43"E: '':- _'2Q~.~r
L42 5 B9:33'59" Vi 75.34'
L43 ~.. ~~j~~9: ~ ---106.20'
L44 S 15'4001" W ., '-47.42'
L45 5 01:44'11"1'1 ---, 44B53'
L46 510-5229" E:--7733'
L47 58B:2.1'i6"nE: 32094'
L48 5 BB-23'16" [: - 32222'
L49 fj8B-.16'00~ 'ii' -- 3;553'
L50 NOI:24'OO' E:-- 55299'
L51 5 01;24'06" Vi ,-- 60S 09'
L52 N BB-.16'OO'Vi '1413/'
L53 501:49'20" Vi ,- 1463B'
L54 ~ ~~j~]Q~T ., -100.14'
L55 5 01'24'00" W ,- 9B9.1'
L56 fj Bif36'OO~ Vi --- 77.21'
L51 5BB-36'00" E: -'--2321'
L58 B JJiEQQ: L 4493
L59 S 88'3500" E -17.49'
L60 N 01:36'44" [: - --69B:74'
L61 5 01'49'26" 0 149.30'
L62 N 8B-2.1'iYVi _n_ 1000'
L63 ii 21~~~'4LI ___~j12~'
L64 N 01'36'43" E 6096'
L65 ii ~[n~: W-n - 4419~
L66 5 52'2309' E- -- 4700'
L67 N 55:27'31" 'ii -- --, 485'
L68 5 ~i?:l~:~~: I -- ,-. 10.00'
L69 N 01'44'16" E ----1000'
L10 5-B8-IS'44" [ " 1000'
L71 5 01:44'16"0 1001'
L12 564"S9';5" [: 688'
l73 5'01'.1645" Vi U8'
L74 Ii 01:56'45'[ - ---137'9'
l75 NJ ;'1 I'OB"'W ----, 525;'
L16 fj 31'11 'OB' Vi un. -- 52SI'
LII NO;:.16'43'E --'-6.B2'
L18 N 01:36'45" [ --- '976'
l79 5 8B:2.1'IY [ '----1060'
L80 50;:36'43"W 1000'
L81 50;'36'43" 0 1000'
L82 5 8B-2.1'17" E --- 1000'
L83 588:15'44" [ - - 10.60'
L84 Noi;44'16' E----' 1000'
L85 501:44'16"0 - - 1000'
L86 5 88-IS'44'[ '--10.00'
L81 fjlo-i2'16' E: 22061'
L~!I. N 10: \ 223' E - 2 i 9 ; B'
L89 ~,~[~6'00r.L --11.50'
L90 N 88'36'00" W -==~Q22::'
-L91 ~SOI'2400" W _~OO'
1.92 - N88-36'00"Vi 2060'
L93- N 01'24'00" [ ____-]200'
L94- 5 88-36'00' E u_20()():
1.95 5 01:24'00"' Vi 2000'
L96 -N 8B'3600~W ----2000'
L97-: B 2n~'9X T _-='-''-'_~QQQ'
L9B S 79'2926' E ___~()QQ
1.99 r~ 09: 20'1 5~~ ~()()Q:
LIOO Nag: 19'1 6' E 30.00
L I 01 5 7g:50'26~ [:' - -no-2000'
Ll02 S88-17'5i" E__ ~~.~~'
I. 103 NPOI;42'09~ E 2000'
L 1 QI B ~~J Z'~i: ~ =-=}Q:2Cj"
''L I 05 ~@~Q\LI'!. ]CJ"CJ2'-
1/2" SIR
W/HALLFF CAP
UN 11 E D STATES POST or r I C l
NOR fH lEXAS MAIL
PROCESSING CEN 1ER
VOL. 88158, PG. 3639
D.R.DC. r.
OWN E F\
JIIE UNllED S1A1ES
POSTAL SERVICE
VOL, 87108, PG. 3399
D.R.D.C. 1.
10' UTlUTY EASEMENT
L62
fj
I ,
10' I~
<0 I 1<0
-..11 1-..1
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~ ".(~ L68
Ce ~6J ]
0' ~7~rn~k
AL l70
L74 \
L 7 ('\ \ ('" ,
0-\ ~
L79~'~
L77-i), L78
L8 H 80
L82
NTS
1/2" FIR BEARS
N69'06' 48"E, 0.45'
1/2" SIR
W/CAP
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~_~~~ 98
60' - ~
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----n_,___ __.L. - -- _ _ -:J 9
~ VOL. 97056, PG. 1150
): PRIVATE DE1EN1ION POND (~,
-1/1 E S M T 299,99 5 SF \ /-11
I (6.887 AC.)
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,c ACCESS ESMT.
I ~;Y THIS PLAT
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" "0 BY THIS PLAT
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CURVE TABLE
-------
CURVE RADIUS ARc.lEN~lH__ cHoR:DLENG1H CHORD BEARING- DELTA ANGLE
C I 30.00' 4540' 4 I .19'----- N44:45'30"E~- B6"45'0ci~-----
C2 5-4'.4'2-" -- 47.26'-~ '-550-53'55"( -10.3"55'SI~'-
lCJ"OQ_ - ..
U 700.00' 130.08' 129.90' - S-82"47'.35" 'Vi 10-.38'51-
C4 11.00' 1521' 1403'---' - S3T47'2Y fU- 79:1J'24~'~
C51100~ -17.20' I~~()'=--~ B,jE~'~2':_L~ Bg:.14'40"---
4--7.-12"-- 42.4' S 46'24'00" W --90'00'00;'-'
C6 ~.()Q: u_ ~
CI 30.00' 47.12' -4245,-'-----"- -5"45"24'OO"W" 90-00'00; ,-,
C8 3000' 47.1 Y----. 4245'---" N--4.3"36'00" W.90"00'00~"'-
C9 3600'-'- 47.12' - ---- ~~~~:=:.:..__-_~~n~:22=r=90-00'00"----
C 1 0 30.00' - 47; 2~--- _un 42.43' S 46'24'00" W 90'00'00"---
~H _n ~~~~_~ ~nr~~~.~ lHr=:' tifHig;'F-~ ~6'~~~~" ---=
Cu' ,13_ _,_ 30.00' 4052' .1751'--u. ~!!~[2~:~~~I-7T22'5s"--
(;1 ~__~~QOO'5B92'------ 5892' - , _~ ZZ:()~J~:~, -3:16'46"----
C15 65000' 264Bi'- ,- 2629B" S 79'43'44" W 2.3"20"32"'---
C16- j~~:_ 499i'-' 443s'~'_~[~~~lI~L~-9s-19'09"-~-
CI7 100000 32046'- jl9Qg' N 7/'14'19" E lB-21'~-'
~ ~ :'i~~oW ~~%~r ~~-- - ~r6f~'''.'' _~ ~H~E[- IH~~F~:
C20 3000' 4712' 42.43'- N 46'44'17" E 90.00'00.'..-
C21 _ ~:Q['_~ EI~:-___=~~~ 42.45'--- T43'1~'~3=L: 90;00'00'
C22 30.00' 47.06 42.38~.- S 46'4031" W '89"52'27"-
C23 3006'-'- 47.19'- ---, ~~~L----~ jIl~Yi'-.l'i,-=90-67'.35'
C24 ~CJ(): S349~ ,_n 46.68 S 40'3208" W'!'Q.2':'CJ9~I~~..-=~
C25 ~()'<J.CJ:_ 4719'-- 42.47~ NU4YI9'29" W" 90'01'33"
C26 ~~()Q:. B4.94" 7645' - Nd4.Y19'29'w" -90-07'33~--
C27 30.00' . i S.44-- 15.27' N73'55' 14'1'1- 29'29'49~----
C28 j~QQ: S497' 52~5'-- no_ N28'55'10'W- 60"34'19'-'
c,:~~ _ ~~OO 2326'-- ,- 22. ;9'--" ' N28-53'10"'w- 60-54'19"-
UO 3000 47:1 2,n--..- 4243'~'.' S43;25'16~ T- 96;00'oo~-
UI I QI6-,-00'~ 39.07' -- - 39.61"s' 89'20'49'-[:- Z10'2S"---
~~r-':'__~CJ.Q():-- 47.12'~ 42.43' n----N43'23'16~'Vi- 90-00'OO"~-
(;~~_ ~Q"OQ"__ 47.12' ------ 4243' d_ N46"36'44" E -90-0000~ ----
c,:~~ __ 100.00 2319---u2373,u---m-S08-25'3S. W- .,5;37'42"---
C36 _ ~QQ()..u. 4712' --42.43' 54.3"25'1'6"" [:- 90;00'OO~'--
U7 ~QQCJ: 47 12' - . 42.45' 546'J6'44'-W- 90-00'00~-
U8 30.00 47.IY - 42.43"5-43-23'16.[90'00'06'---'
U9 - 12400" 2630'--. - 2625'-- sU(j.j:n'S2; [- 'lz09'15"-'
C40 100.00' 2143' 2i39'- N04'24'06""Vi-- '2:16'46;-'
C41_ ~CJOQ():, 2431' - 242S' N OB-42"09"C 1.3"55'43~-
C42 12400 50.14' .3001' 508-42'09. Vi'-1555'.i4"--'
C44 '!Q~()O' 2379'23.7.3' -S 08-25'35' Vi ,- 1537'42' ---
C45 ~()Q():_ 2684' 2487' N 37:03'01' W"76-S4 '03~--'
C46 2400' 5.14 5.15'-- N 04"24'06~W--1Z16'46~--'
C47 12400' 50.14'- 560/'-' N 08'42"09'T-'1.Y55'45~-"-
C48 100.00'- 243;" 2425'-- 508'42"09"W-'II~'45'':'::':
C49 3000' 4712"'42.45'-- 5 4515'43" [--90'00'O0~
C50 3000' 4712' -..,- 42.43' ,- N46-36'44. T-- 90-00'00'---
C52 3000 41.;2'- 4243"- S46;24'0ci~'W'90-00'oo~---
C53 3000' 41.12" ,- 4245'--' 5 ~n~'()o:r::' ~CJ:Q2~_,_
C55 .1000" 3359'- - .3181' 527'0531" E 64'09'36"
C51 _ .!.()0_0-'00.....17.94' 37.95' -- -- 5 B9"20'49"[:- ZIO'25"oo'"
C58 5400' 848Y- . 7637' 54.1';5'4.1"E' 90'00'00;
C59 3000' .1490' _ .12.97'----' 'N'34:43'44"[--66" 39.28.----
C60 3000' ,- 4 7 IT 4243' -' ,- -S. 4536'00" E- 9o;00'00~-"
C51 30.00 47.12' 4243' N. 46:24'00~ ['-90-60'00"-'-
C62 30.00' 47.12' ' 424T ---- ~- 5'4.Y36'0ci~ E- gcroo'06~ -...
C63160(jO'n~?QQ~'~-- 26512' N 38'06'02" Vi- 78'4B'04~---
C64 ~3600. 21363 19233'- i,T43;36'00~W' 90:60'00'
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VOL. 95195, PG. 04023
5' UTILITY ESMT.
VOL. 79128, PG. 3210
JON E S & CAR T E R, INC.
GATEWA Y BUSINESS PARK
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ROW DEfJICA TION
200422~, PG. 12339
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10'X1 ' UTILITY ESMT.
VOL. 97056, PG. 1150
7. 'X16' WATER ESMT.
V . 94248, PG. 5076
LOCA TION
MAP
NOT TO SCALE
LEGEND
FIR
SIR
1 /2 " SIR
W/CAP
FOUND IRON ROD
SET IRON ROD
1/2-INCH SET IRON ROD WITH A YELLOW
PLASTIC "HALFF ASSOC, INC," CAP
NOTES:
EXISTING STORM WATER DETENTION EASEMENT, SHOWN ON RECORDED PI AT
(VOL 97056 PG 1150) IS NOT DIMENSIONED AND NOT LOCA T ABLE AND IS '
to BE ABANDONED BY THIS PLAT.
PRIVA TE DETENTION POND EASEMENT SHALL BE OPERA TED AND MAIN T AINED
BY PROPERTY OWNERS
REPLAT
MINYARD
ADDITION
LOTS 1R, 2R, 3R, & 4R, BLOCK 1
BEING A REPLAT OF
LOTS 1 & 2, BLOCK 1 OF
THE MINYARD ADDITION
BEING 79.528 ACRES
OUT OF THE
S.A & M.G. RR SURVEY, A-1439
CITY OF COPPELL
DALLAS COUNTY, TEXAS
MARCH 2008
DEVELOPER/OWNER:
KTR COPPELL LLC
300 BARR HARBOR DRIVE. S TE
CONSHOHOCKEN, PA 19428
PH: (484) 530-1800
FAX: (484) 530- 1 888
1/t' FI W/HORIZON SURVEY CO. CAP
BEARS 31 13'23"E, 0,29'
150
ENGINEER:
SURVEYOR:
It ~ COTT~ SUR~YI~
COMPANY
3030 L8J Freewey, Suite 910
Delie~, T exes 75234
Phone: (872) 488-0440
Fex: (872) 488-3882
J ~ JON E S & CAR T E R, III C.
.. ...... ENGINEERS. PLANNERS' SURVEYORS
3030 LBJ Freeway, Suite 910 Dalias, Texas 75234-7747 (972) 488,3880
ISSUED DATE:
MARCH 2008
SHEET 1 OF 2