ST9304-ES 980820 BELTLINE ROAD
PROJECT 91-829
PARCEL 2-DE-3
AUGUST 20, 1998
DRAINAGE EASEMENT
BEING a 0.4414 acre tract of land in the City of Dallas, Texas in the Jacob G. Carlock Survey,
Abstract No. 312 in Dallas County, Texas and part of 149.87 acre tract as filed by deed to Dallas
Power and Light, Inc. in the Deed Records of Dallas County, Texas (D.R.D.C.T.) and being more
particularly described as follows:
BEGINNING 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 on the existing south right-of-way line of Beltline
Road and located at the centerline Station 48 + 00.23, offset 60.00 right as defined in Public Works
Project number 490403.1 / 91-829 in the project records of Dallas County, Texas.
THENCE South 58 degrees 51 minutes 00 seconds West, departing said existing south right-of-
line, a distance of 101.46 feet to a set 1/2" iron rod with cap for comer;
THENCE South 67 degrees 22 minutes 19 seconds West, a distance of 45.52 feet to a set 1/2" iron
rod with cap for comer at the point of a tangent curve to the left having a radius of 1834.82 feet and
whose chord bears South 65 degrees 48 minutes 51" seconds West a distance of 100.20 feet;
THENCE Southwesterly along said curve and parallel to said south right-of-way line through a
central angle of 03 degrees 07 minutes 46 seconds, an arc distance of 100.21 feet to a set 1/2" iron
rod with cap for comer;
THENCE South 46 degrees 05 minutes 22 seconds West, a distance of 50.14 feet to a set 1/2" iron
rod with cap for comer;
THENCE South 61 degrees 59 minutes 57 seconds West, an arc distance of 47.64 feet to a set 1/2"
iron with cap for comer;
THENCE South 66 degrees 28 minutes 47 seconds West, a distance of 47.83 feet to a set 1/2" iron
rod with cap for comer at the point of a non-tangent curve to the left having a radius of 1824.80
feet and whose chord bears South 52 degrees 05 minutes 55 seconds West, a distance of 486.17
feet;
THENCE Southwesterly along said curve through a central angle of 15 degrees 18 minutes 37
seconds, an arc distance of 487.61 feet to a set 1/2" iron rod with cap for comer;
THENCE North 64 degrees 54 minutes 26 seconds West, a distance of 26.53 feet and returning to
the south right-of-way line of Beltline Road to a set 1/2" iron rod with cap for comer and a non-
tangent curve to the right having a radius of 1849.86 feet and whose chord bears North 55 degrees
46 minutes 17 seconds East, with a chord distance of 743.96 feet;
AVO: 1411 l\wp\98row2c.doc SHT. 1 OF 2
THENCE Northeasterly along said curve and south right-of-way line through a central angle of 23
degrees 12 minutes 03 seconds, an arc distance of 749.06 feet to a set 1/2" iron rod with cap for
comer at the point of tangency;
THENCE North 67 degrees 22 minutes 19 seconds East, a distance of 146.08 feet to the POINT OF
BEGINNING and containing 19,227 square feet or 0.4414 acres of land more or less.
Basis of bearing is Texas state plane north central 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\98row2c.doc SHT. 2 OF 2
~ PROd. NO. 91-829
"'" ~"¢,_-¢. ~ BELTLINE ROAD ":: PARCEL 2-DE-3
7 .......... ;~' ............ 1~-0; ~.(~.~'] ........ ~ ............ SHEET 1 OF 4
BELTLINE ROAD CENTERLINE ~ T= 379.73' '~ ~'
DALLAS COUNTY PROJECT L= 749.06' ~ '~X '~
I.R.S. ~ .
1~9.87 ~ ~°~T (,DEED) ~_ i.R~~....~:.~;
~ IPARC[L 2-DE-¢~ ~ ' DALLAs POWER & LIGHT ·
A= 15'18'37~'' 149.8-t AC.I-6-56NET (DEED) CO.
~ T= 245.26 ~
~ PP POWER / UTILITY POLE L= 487.61'
D TPB PULL BOX
~--- PROPERTY or CB=S52'O5'55"W
RIGHT OF WAY LINE (R.O.W.) CL=486.17
0 I.R.S. ~2' IRON ROD SET w/
HALFF ASSOC., INC. CAP
· I,R.F. IRON ROD FOUND
~ TS TELEPHONE PEDESTAL
~T~
1. BASIS OF BEARING IS TEXAS STATE PLANE NOPTH CENTRAL ZONE 420Z
GPS" CONVERGENCE ANGLE AT 6PS4 IS (+)00'48'34.9'AS COMPUTED BY CORPSCON Cl~~"ur DALLAS
VERSION 4.11.
z. ao.u.E.TS USE. ~0..*S,S Or .E*.~.; *.~ .OTSO *S 'CO.T.O..O.U.E.T' JACOB~ u. CARLOCK SURVEY
SCALE
IN
FEET
ON BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 5. ALL 6.P.S. POINTS ARE ABSTRACTNO
~' ,LU~,u, o~s~s. ST*.,E~.'B,O, ~,,U ',,0,'. ..__. 312 .o. ,,~,~,o.
I
'HEREBY CERTIFY THAT THE ABOVE SURVEY WAS -COUNTY OF DALLAS,
TEXAS
ON O OU.D U.DE SU V.S,O. O. illi llll
OR PRIOR TO THE DATE NOTED HEREON, AND THAT " ..... '"'~ ,~ ]~j_'" ,'''"'' /¢~ t'""~''''' ["' "' ]e a,'"l-('i ~' DEPARTMENT OF PUBLIC WORKS
'THE METES AND BOUNDS SHOWN HEREON ARE ~~ "-
TRUE AND CORRECT. ~~1 ...... (": ""' ' ~ .......... ~ ~' DRAINAGE EASEMENT
AUGUST 1998 SUBMITTAL ENGINEERS . ARCHITECTS . SCIENTISTS. PLANNERS . SURVEYORS BELTLINE ROAD
COLIN J. HENRY, 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-4292 DENTON TAP ROAD TO MocARTHUR BLVD.
REGISTERED PROFESSIONAL LAND SURVEYOR PHONE: (214) 346-6200, FAX: (214) 739-0095 I I I
DESIGN~ IA DRAWN IA DAT~ AUGUST 1998 FILE AVO" 14111
TEXAS
I
I
I
REGISTRATION
523O
APPROV~
C~.l c.[c~B
',~,, Ol"/E }11DON . EOH-9~o,,.2~].dgn. ELF= excc ,,l]l.dQ¢, E, mtllt.d~, sudd-pfs.dgn, exuflltl.dgn, ~udd-dGs.dgc,, esm?~hod.dOn, esmfIH.d~¢.
I .... ....... PROJ. NO. 91-829
· PARCEL 2-DE-3
SHEET 2 OF 4
o+ _ ROAD
"J (/'3 E
~ PP POWER / UTILITY POLE
~--- PROPERTY o~
RIGHT OF WAY LINE (R.O.W.)
0 I.R.S. ~2' IRON ROD SET
HALFF ASSOC., INC. CAP
~ TS TELEPHONE PEDESTAL
GPS4 CONVERGENCE ANGLE AT OPS4 IS (+)00'48'34.9"AS COMPUTED BY CORPSCON ~ ~ 5 ~o t5 zc, 5,:, ~,:, 6,~,
vE,s,o, ,.,,. JACOB G. CARLOCK SURVEY ' '
2. MONUMENT5 USED FOR BASIS OF BEARING ARE NOTED A5 "CONTROL MONUMENT" SCALE IN FEET
I HEREBY CERTIFY THAT THE ABOVE SURVEY WAS OUNTY OF DALLAS, TEXAS
MADE ON THE GROUND UNDER MY SUPERVISION ON
OR PRIOR TO THE DATE NOTED HEREON, AND THAT ~[~[~ "" ......... '"~'"' ~, '"[' DEPARTMENT OF PUBLIC WORKS
DRAINAGE
EASEMENT
AUGUST 1998 SUBMITTAL ENGINEERS . ARCHITECTS . SCIENTISTS. PLANNERS. SURVEYORS BELTLINE ROAD
COLIN J. HENRY, 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-~292 DENTON TAP ROAD TO MQoARTHUR BLVD.
REGISTERED PROFESSIONAL LAND SURVEYOR PHONE= (21~) ~6-6200, FAX= (21~) 7~9-0095
TEXAS REGISTRATION 5230 DESIGN~ IA I DRAWN IA I DATE= AUGUST 1998 IFILE AVO. 14111
APPROVD CJH CHECKED IA I SCALE= 1'=~0' SHEET
_ . ~ ' ' .... .. - '"---. i PROJ. NO. 91-829
' i: '-- .............. .
- ' " -. S EET 3 OF 4
~ ~ / .... ~:L:Z43.~6' ~ ~- / ~40,''~ RO~ - ''
~ ~ ........... :BELTLINE ROAD
~ ~ '-~~ ~DALLAS couN'~Y ~'o~E'~T ~
~/ ~~ ~ "~~ ~----~. /
~ XIST. R.O.W. '~ ......... , /'
(
2. MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT' ABSTRACT NO. 312 SCALE IN FEET
o..~,~ o~ ...,.~ co~.o. ~ ~.~, ~..o.~. ~.~LL ~..s.~o,.~ ~.~ I
3' ALUMINUM DISKS, STAMPED, 'BLOI' THRU 'BL08'. NO. REVlS~ BY DATE
I HEREBY CERTIFY THAT THE ABOVE SURVEY WAS ~OUNTY OF DALLAS, TEXAS
MADE ON THE GROUND UNDER MY SUPERVISION ON JJJJ~J~ ...... '" '"'" "~" J~[ ~ ..... ~ '~
OR PRIOR TO THE DATE NOTED HEREON, AND THAT ~J' DEPARTMENT OF PUBLIC WORK5
DRAINAGE
EASEMENT
TRUE AND CORRECT. ~~ ......... ' .......... ' ..... '~',,~.J
AUGUST 1998 SUBMITTAL ENGINEERS . ARCHITECTS. SCIENTISTS. PLANNERS. SURVEYORS BELTLINE ROAD
COLIN J. HENRY, 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-~292 DENTON TAP ROAD TO MaoARTHUR BLVD.
DESIGNED IA DRAWN IA DATE= AUGUST 1998 FILE AVO~ 14111
TEXAS REGISTRATION 5230 APPROVED CJHCHECKED ~A SCAL~ "=~0' SHEET
PROJ. NO. 91-829
GROSS AREA = 6,528,337 SO. FT. or 149.87 AC. PARCEL 2-DE-3
TAKE AREA = 19,227 SQ. FT. or 0.4414 AC. _ SHEET 4 OF 4
REMAINDER = 6,509,110 SO. FT. or 149.4286 AC.
149.87 AC. NET (DEED) -"~b' IR~STM~,o . R.O.W.
~ PP POWER / UTILITY POL
o TPB PULL BOX
--~--- PROPERTY or
RIGHT OF WAY LINE
0 I.R.S. ~z' IRON ROD SET w/ ~' ~
HALFF ASSOC., INC.
1. BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202 CL STA. ~8+00.23, ~
(1983 ADJUSTMENT)BASED ON GPS MEASUREMENT~ FROM TRIANGULATION STATION , /~ ' - h' ~=
GPS4 CONVERGENCE ANGLE AT CPS4 IS (+)00'48 34.9' AS COMPUTED BY CORPSCON IA~ ~ ~AD/~V Ol IDtlEV ~0.00 RT. ~ .... ' .... ~':
~..ONU~.NTS US~g ~0..AS,S O..~A.,NO A.~ NOT.g AS 'CONT.OL ~ONU~NT' ABSTRACT NO. 312 SCA,~
ON BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 5. ALL G.P.S. POINTS ARE I
3' ALUMINUM DISKS, STAMPED, 'EL01' THRU 'EL08'. NO.J REVISION BY DATE
THA ABOW SD.WY WAS OUNTY OF DALLAS, TEXAS
MADE ON THE GROUND UNDER MY SUPERVISION ON
AUGUST 1998 SUBMITTAL ENGINEERS. ARCHITECTS . SCIENTISTS. PLANNERS. SURVEYORS BELTLINE ROAD
COLIN d. HENRY, 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-4292 DENTON TAP ROAD TO MaoARTHUR BLVD.
REGISTERED PROFESSIONAL LAND SURVEYOR PHONE: (214) 346-6200, FAX: (214) 739-0095 DES~N[O ~ ~R~WN ~ J O~TE, ~UCUST
TEXAS REGISTRATION 5230 ~PP,Owg c~. C~CK~O ~JSCALE, ~'=ZO' S,[~T