ST9304-ES 980820 (2)BELTLINE ROAD
PROJECT 91-829
PARCEL 12-SE-2
AUGUST 20, 1998
SLOPE EASEMENT
BEING a 1.127 acre tract of land in the City of Coppell, said tract being part of the John C. Cook
Survey, Abstract No. 315 in Dallas County, Texas, described by instrument as Crow-Billingsley,
MacArthur, Ltd. as recorded by Volume 86029, Page 2261, of the Deed Records Dallas County,
Texas (D.R.D.C.T.), and as platted by Volume 85003, Page 4009, of the D.R.D.C.T. and being
more particularly described as follows:
COMMENCING at a set 1/2 inch iron rod with a yellow plastic cap stamped "HALFF ASSOC.
INC.", hereinafter referred to as "with cap" for comer being the most northwesterly comer of a
tract described by instrument to Belt-Line MacArthur, Joint Venture filed in Volume 94124,
Page 00918, in D.R.D.C.T. and the northeasterly comer of said as Crow-Billingsley, MacArthur,
Ltd. tract and the said south R.O.W.,
THENCE South degrees 39 minutes 47 seconds 47 West, over and across the said Crow-
Billingsley, MacArthur, Ltd. tract a distance of 44.45 feet to the existing west line of a Texas
Power & Light, Co. (T.P.& L.) Power Pole easement (8.75' wide) and recorded in Volume 4611,
Page 323 of the D.R.D.C.T and the point of BEGINNING;
THENCE South 00 degrees 30 minutes 24 seconds East along said existing T.P.& L. easement
line a distance of 63.49 feet to a set 1/2 inch iron rod with cap for comer,
THENCE South 00 degrees 21 minutes 51 seconds East along said existing T.P.& L. easement
line a distance of 756.34 feet to a set 1/2 inch iron rod with cap for comer,
THENCE South 89 degrees 29 minutes 36 seconds West, departing said existing T.P.& L.
easement line a distance of 55.00 feet to a set 1/2 inch iron rod with cap for comer,
THENCE North 00 degrees 21 minutes 51 seconds West a distance of 756.41 feet to a set 1/2
inch iron rod with cap for comer,
THENCE North 00 degrees 30 minutes 24 seconds West a distance of 41.20 feet, to a set 1/2 inch
iron rod with cap for comer;
THENCE South 88 degrees 01 minutes 40 seconds West a distance of 54.80 feet, to a set 1/2 inch
iron rod with cap for comer;
THENCE North 85 degrees 09 minutes 37 seconds West a distance of 162.12 feet, to a set 1/2
inch iron rod with cap for comer; ~
THENCE North 03 degrees 44 minutes(18']seconds East a distance of 14.81 feet, to a set 1/2 inch
iron rod with cap for comer;
THENCE South 86 degrees 15 minutes 41 seconds East a distance of 97.70 feet, to a set 1/2 inch
ron rod with cap for comer;
THENCE North 89 degrees 09 minutes 52 seconds East a distance of 172.67 feet, to the POINT
OF BEGINNING and containing 49,112 square feet or 1.127 acres of land more or less.
AVO: 1411 l\wp\98ro12b.doc SHT. 1 OF 2
Basis of bearing is Texas state plane north cenlxal zone 4202 (1983 adjustment) based on GPS
measurements from triangulation station GPS4 convergence angle at GPS4 is (+) 00o48'34.9"
as computed by Corpscon version 4.11.
AUGUST 1998 ISSUE
Colin J. Henry, Registered Professional Land Surveyor
Texas Registration Number 5230
AVO: 1411 l\wp\98ro12b.doc SHT. 2 OF 2
.................................................................................................... ,~::==~ .................. : . .; ........... ~,- ....... :::.--' PROJ. NO. 91-829
:1 ~ ~. SHEET 1 OF 2
I.R.S. N85'OD'37"W I.R.S/ ""~ ,' : ~ BELTLNE RD.
54.80'~ /I.R.S.~ ~; ' '~ ¢ P BELT-LINE MACACTHUR
~ / / ~. ~ 588'01'~"'*' / ~ ' ~ ~ ~ JOINT VENTURE
~''~ ........... ~ , ~ VOL. 94124, PG. 00918 r
~~~-~- ~PARCEL 12A-SE 41.20'~ / ~ ~ (PADS B THRU I)
/ ; ,,T,,,,T,O,,, .,c.
', ~ /~ ~; ~ :~_ VOL. 94~2~, PO. 35~5
~ ~ ~ ~ (PAD H) .
GROSS AREA : 3,061,942 SQ.[FT. OF 70.2925 AC. NEW TEMPORARY~ ~ ~ :~% ST LENDING INC
.... ~ ~ ' (PAD E)'
REMAINDER = 3,012,830 SQ.~T. OF 69.1650 AC. :.
~ ]~ S. THOMPSON SURVEY
~ ~ T.P. & L POWER POLE ;~,m ABSTRACT NO. 1493 ~ ~
EASEMENT
LEG~D~ VOL. 4611 PG.323 ~~
~PP POWER / UTILITY POLE .~
u TPB PULL BOX CROW-BILLINOSLEY ""'
-~---,.o,,.T, o~ CITY OF COPPELL
RIGHT OF WAY LINE (R.O.W.) M~cARTHUR, LTD.
O,.R.S. V,'IRON ROD SET w/ VOL. 86029, PG. 2261 ~ JOHN C. COOK SURVEY
HALFF ASSOC., INC. CAP PLAT VOL. 85003, PG. 4009 · ,~
· I.R.F. IRON ROD FOUND
OTS TELEPHONE..O.S~*. / ,~ '~ ABSTRACT NO. 315
~T~ [PARCEL 12-SE-2/~ :~ ~ ~'
1. BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202 ~ ~,:'-: : ~ '~
(1983 ADJUSTMENT)BASED ON CPS MEASUREMENTS FROM TRIANGULATION STATION . . ~
CPS4 CONVERGENCE ANGLE AT CPS4 IS (+)00'48'34.9' AS COMPUTED BY CORPSCON ~ [
2. MONUMENTS USED FOR BASIS OF BEARING ARE NOTED A5 'CONTROL MONUMENT" ~ , ,:~ '
°""*~'s°""""'"oo°"'"°""*"s"~"'s'=""°uo"~'*""°'"'~'"°'"'~*"~ATCH LINE SEE SHEET 2 OF 2 I I I
3" ALUMINUM DISKS, 5TAMPED, 'BL01" THRU 'BLOB". NO. REVISION BY BATE
I HEREBY CERTIFY THAT THE ABOVE SURVEY WAS COUNTY OFDALLAS, TEXAS
MADE ON THE GROUND UNDER MY SUPERVISION ON lllll~l~lli"B ', ......... ,,,, ~"',,,, ,., o~P~T~.~ o~ P~LIC wo~
THE METES AND BOUNDS SHOWN HEREON ARE ~ll~ll~lal~ll............... 'r'" /,~,.,~b ,,1~;;~ I, ~,,,.,,,,` ,~:~',: .... , ,.,,,, ~,,,..,.~l~ TEMPORARY DRAINAGE EASEMENT
TRUE AND CORRECT. Bl~li~lli~ .' ............. (:::"'", ..... "", ;"~'"',,~"',,.,~,'"" .... ~ .......
AUGUST 1998 SUBMITTAL ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS. SURVEYORS BELTLINE ROAD
COLIN J. HENRY, 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-~292DENTON TAP ROAD TO M~cARTHUR BLVD.
REGISTERED PROFESSIONAL LAND SURVEYOR PHONE: (21~) 3~6-6200, FAX: (21q) 739-0095 I I
DESIGNED IA DRAWN IA BATE= AUGUST 1998 FILE AVO" 14111
TEXAS REGISTRATION 5230 APPROWD CJH CHECKED IA SCALE= 1'= 60' I SHEET 1 OF
N~vo"/= 11Nd~nN. DGN=98ro12Bl.d~n. REF= exrow111.don. Dvm*111.d~n. ownerlll.don, exu*ll11.~n1111 ~sbrd.d~n. e~m*shod, d~n. eam*111.d~n. 98Fo12~l.dan. os*mill.don.
MATCH LINE SEE SHEET 1 OF 2 ~ PROJ. NO. 91-829
PARCEL 12-SE-2
I 'F' SHEET 2 OF 2
21 I~. !~ S, THOMPSON SURVEY
VOL.~G11 PG.323 ~ / I ~
JOHN C, COOK SURVEY !'r:~ BELT--LINE MACACTHUR
ABSTRACT NO, 315 JOmNT VENTURE
LiNE VOL. 94124, PG, 00918
WENDYS INTERNATIONAL INC.
VOL. 94121, PO. 3535
(PAD H)
VOL ~20~, ~G.
TEMPOR ', (PAD E)
DRAINAGE EASEMENT
LEe~. MmoARTHUR, LTD. ! I . ~ ~
~ PP POWER / UTILITY POLE VOL. 86029, PG. 2261 _ ~ ~ ; . ...............
u ]PB PULL BOX PLAT VOL. 85003, PG. 4009 ~ I I ~ ~ ...........
~- -- PROPERTY or ~ I !~ ~
I .RIGHT OF WAY LINE (R,O.W.) ', ¢ J J ~ ~ "- ........................
0 I.R.S. ~z IRON ROD SET w/
HALFF ASSOC.,INC. CAP % I ~ I '
· ,.,.,. ,,o, ,o, ,ou,, -I I : CITY OF COPPELL
o TS TELEPHONE PEDESTAL
PaP, EL 1 / mE x ' ~ 23 4~ ~0
1. BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202 J ' '~ ' ' ~ '
(1983 ADdUSTMENT)BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION I I
GPS4 CONVERGENCE ANGLE AT GPS4 IS (+)00'48'34.9' AS COMPUTED BY CORPSCON ~ 00' SCALE IN FEET
VERSION 4m. / / I, ~; _- T-',--,'"
S89
29
W
~..o.u~...s us.. ~o...s,s o..~..,.~ ....o~...~ .co.~.o..o.u...~, ....s. ~ ~,. ~ ~
O~ BASIS OF BEARING CONTROL M~P SHEE~S I~HROUGH 5. ALL G,P.S. POINTS ARE ~~ I.m.~.,~
'HEREBY CERTIFY THAT THE ABOVE SURVEY WAS COUNTY OFDALLAS, TEXAS
MADE ON THE OROUND UNDER MY SUPERVISION ON tllltl~lltliNII .......... ",,, '"',,,,'"'
0R PRIOR TO THE DATE NOTED HEREON, AND THAT ,IIL[::.] ','"'~ ..... ~/ ..... ,'",, ,"'"',1~, ¢']i .....
THE METES AND BOUNDS SHOWN HEREON ARE IIl~lll~l~tll~l~ll~l~ll ............ r
EASEMENT
AUGUST 1998 SUBMITTAL ENGINEERS . ARCHITECTS. SCIENTISTS. PLANNERS. SURVEYORS BELTLINE ROAD
COLIN J. HENRY, 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-4292 BENTON TAP ROAD TO M~oARTHUR BLVD.
REGISTERED PROFESSIONAL LAND SURVEYOR PHONE: (214) 346-6200, FAX: (214) 739-0095 ~ DR*~,
DESIGNED IA DAT~ AU~8 FILE AVO· 14111
TEXAS REGISTRATION 5230 APPROV~ cJ. C.[CK[O
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