ST9304-ES 980820 (2)BELTLINE ROAD
PROJECT 91 -829
PARCEL 9 -SE -2
OCTOBER 28,1998
SLOPE EASEMENT
BEING a 2.843 acre tract of land in the City of Coppell, Texas, part of the John C. Cook Survey, Abstract No.
315, S. Thompson Survey, Abstract No. 1493 in Dallas County, Texas, and within the D.A.R.T. Acquisition
Corporation right -of -way (100 feet wide) as recorded in Volume 91008, Page 1341, Deed Records 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" located at the centerline Station 88 +38.63, offset 73.00 feet left as defined in Public
Works Project number 490 -403.1 / 91 -829 in the project records of Dallas County, Texas, on the existing south
line of said D.A.R.T. right -of -way, the north right -of -way line of Beltline Road (variable width) and the east
pavement line of Mockingbird Lane and being the point of curvature of a non - tangent circular curve to the right
having a radius of 60.50 feet and whose chord bears North 05 degrees 37 minutes 28 seconds West, a distance
of 43.41 feet;
THENCE departing said common right -of -way lines, along said curve and said east pavement line through a
central angle of 42 degrees 03 minutes 11 seconds, an arc length of 44.40 feet to a set 1/2 inch iron rod (no cap)
for corner;
THENCE South 71 degrees 21 minutes 20 seconds East, within the said D.A.R.T. right -of -way departing said east
pavement line a distance of 961.75 feet to a set 1/2 -inch iron rod with cap at the point of curvature of a circular
curve to the left having a radius of 2875.35 feet and whose chord bears South 78 degrees 48 minutes 32 seconds
East, a distance of 745.99 feet;
THENCE Southeasterly, along said curve through a central angle of 14 degrees 54 minutes 25 seconds, an arc
length of 748.10 feet to a set 1/2 inch iron rod with cap at the point of tangency;
THENCE South 86 degrees 15 minutes 41 seconds East, a distance of 1418.11 feet to the existing west right -of-
way line of MacArthur Boulevard (110 feet wide) to a set 1/2 inch iron rod with cap for corner;
THENCE South 00 degrees 21 minutes 51 seconds East, along said west line a distance of 39.68 feet returning to
the said existing north line of Beltline Road and the said south D.A.R.T. right -of -way line to a set 1/2 inch iron
rod with cap for corner;
THENCE North 86 degrees 15 minutes 41 seconds West, along said common right -of -way line a distance of
1421.00 feet to a set 1/2 -inch iron rod with cap for the point of curvature of a circular curve to the right having a
radius of 2914.93 feet and whose chord bears North 78 degrees 48 minutes 31 seconds West, a distance of
756.21 feet;
THENCE Northwesterly, along said common right -of -way line and said curve through a central angle of 14
degrees 54 minutes 22 seconds, an arc length of 758.34 feet to a set 1/2 inch iron rod with cap at the point of
tangency;
AVO: 14111 \wp \98- 9se2.doc SHT. 1 OF 2
THENCE North 71 degrees 21 minutes 20 seconds West, along said common right -of -way line a distance of
943.91 feet to the POINT OF BEGINNING and containing 123,823 square feet or 2.843 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 (PID CS3408). Convergence angle at GPS4 is ( +) 00 °48'34.9" as computed
by Corpscon version 4.11.
Colin J. He , Register Professional Land Surveyor
Texas Reai ation NurMer 5230
AVO: 14111 \wt) \98- 9se2.doc SHT. 2 OF 2
GROSS AREA = (NOT APPLICABLE) SQ. FT. or (NOT APPLICABLE) AC.
TAKE AREA = 123,823 SO. FT. or 2.843 AC.
REMAINDER = (NOT APPLICABLE) SO. FT. or (NOT APPLICABLE) AC.
PARCEL 9-SE-2
961.75'
PARCEL 9 -SE -2 571'21'20 'E
_ /D. A. R. T. R.O.W.
I.R.S. (NO CAP) (100' WIDE)
�"�r^"hx' ���. •,� ems^ y °^?sz �'� v r^ x f A� t F*°T'' "" "�� xr . z .
D.A.R.T. ACQUISITION CORP.
VOL. 91008, PG. 1341
r �,y
\-943.91'
N71'21'20 "W
BELTLINE ROAD
R.O.W. VARIES
- .._..._
�= 42'03'11"
L- EXIST. R.O.W. c
BFI T I INIF ROAD c'ENTFRLINIF
DALLAS COUNTY, TX. PROJECT
NO. 490 -403.1 / 91 -829
R- 60.50
T= 23.2 5'
L= 44.40'_._...__ __.
.EGEND: CB= N05'37'28 'W
PP POWER / UTILITY POLE CL= 43.41'
❑ TPB PULL BOX _ CITY OF COPPELL
-R - - PROPERTY or _ TRACT 1.3 CROW- BILLINGSLEY
RIGHT OF WAY LINE (R .O.W.) APPROXIMATE NORTH LAKE HB &T JOINT VENTURE
O I.R.S. I /p' IRON ROD SET w/ HALFF ASSOC., INC. CAP CORPORATE LIMIT
(UNLESS NOTED OTHERWISE) CITY OF DALLAS /r VOL. 90106, PG. 2492
• I.R.F. IRON ROD FOUND PLAT VQL. 89096, PG. 2351
❑ TS TELEPHONE PEDESTAL
TOTES:
,BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202 ~
(1983 ADJUSTMENT) BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION
GPS4 (PID CS3408). CONVERGENCE ANGLE AT GPS4 IS ( +) 00'48'34.9' AS COMPUTED
Y CORPSCON VERSION 4.11.
MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT'
ON BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL G.P.S. POINTS ARE
3' ALUMINUM DISKS, STAMPED, 'BLOT' THRU 'BL08'.
HEREBY CERTIFY THAT THE ABOVE SURVEY WAS
LADE ON THE GROUND UNDER MY SUPERVISION ON
IR PRIOR TO THE DATE NOTED HEREON, AND THAT
'HE METES AND BOUN
'RU O EC . S SHOWN HEREON ARE
E A C
0-28 19
:OLIN J. HEN ,
EGISTERED ROFESSI AL LAND SURVEYOR
- EXAS REGISTRATION 5230
COUN
v
I
S U RN
PROD. NO. 91 -829
PARCEL 9 -5E -2
SHEET 1 OF 4
JOHN C.000K SURVEY
ABSTRACT NO. 315
rld iil�� 1111
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ltlm
ENGINEERS ARCHITECTS SCIENTISTS PLANNERS II
NNE SURVEYORS
8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225 -4292
PHONE: (214) 346 -6200, FAX: (214) 739 -0095
0 20 40 60 90 120 180
10 0 11 SCALE IN FEET
COUNTY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS
SLOPE EASEMENT
BELTLINE ROAD
DENTON TAP ROAD TO MacARTHUR BLVD.
3
DRAWN IA
r
� v
CA
P0 T
m 7
O v
n
N
L- EXIST. R.O.W. c
BFI T I INIF ROAD c'ENTFRLINIF
DALLAS COUNTY, TX. PROJECT
NO. 490 -403.1 / 91 -829
R- 60.50
T= 23.2 5'
L= 44.40'_._...__ __.
.EGEND: CB= N05'37'28 'W
PP POWER / UTILITY POLE CL= 43.41'
❑ TPB PULL BOX _ CITY OF COPPELL
-R - - PROPERTY or _ TRACT 1.3 CROW- BILLINGSLEY
RIGHT OF WAY LINE (R .O.W.) APPROXIMATE NORTH LAKE HB &T JOINT VENTURE
O I.R.S. I /p' IRON ROD SET w/ HALFF ASSOC., INC. CAP CORPORATE LIMIT
(UNLESS NOTED OTHERWISE) CITY OF DALLAS /r VOL. 90106, PG. 2492
• I.R.F. IRON ROD FOUND PLAT VQL. 89096, PG. 2351
❑ TS TELEPHONE PEDESTAL
TOTES:
,BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202 ~
(1983 ADJUSTMENT) BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION
GPS4 (PID CS3408). CONVERGENCE ANGLE AT GPS4 IS ( +) 00'48'34.9' AS COMPUTED
Y CORPSCON VERSION 4.11.
MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT'
ON BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL G.P.S. POINTS ARE
3' ALUMINUM DISKS, STAMPED, 'BLOT' THRU 'BL08'.
HEREBY CERTIFY THAT THE ABOVE SURVEY WAS
LADE ON THE GROUND UNDER MY SUPERVISION ON
IR PRIOR TO THE DATE NOTED HEREON, AND THAT
'HE METES AND BOUN
'RU O EC . S SHOWN HEREON ARE
E A C
0-28 19
:OLIN J. HEN ,
EGISTERED ROFESSI AL LAND SURVEYOR
- EXAS REGISTRATION 5230
COUN
v
I
S U RN
PROD. NO. 91 -829
PARCEL 9 -5E -2
SHEET 1 OF 4
JOHN C.000K SURVEY
ABSTRACT NO. 315
rld iil�� 1111
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ltlm
ENGINEERS ARCHITECTS SCIENTISTS PLANNERS II
NNE SURVEYORS
8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225 -4292
PHONE: (214) 346 -6200, FAX: (214) 739 -0095
0 20 40 60 90 120 180
10 0 11 SCALE IN FEET
COUNTY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS
SLOPE EASEMENT
BELTLINE ROAD
DENTON TAP ROAD TO MacARTHUR BLVD.
= r
rn -
m rr
DRAWN IA
DATE: OCTOBER 1998
� v
APPROVED CJH
P0 T
SCALE: 1 "= 60'
O v
n
c
L- EXIST. R.O.W. c
BFI T I INIF ROAD c'ENTFRLINIF
DALLAS COUNTY, TX. PROJECT
NO. 490 -403.1 / 91 -829
R- 60.50
T= 23.2 5'
L= 44.40'_._...__ __.
.EGEND: CB= N05'37'28 'W
PP POWER / UTILITY POLE CL= 43.41'
❑ TPB PULL BOX _ CITY OF COPPELL
-R - - PROPERTY or _ TRACT 1.3 CROW- BILLINGSLEY
RIGHT OF WAY LINE (R .O.W.) APPROXIMATE NORTH LAKE HB &T JOINT VENTURE
O I.R.S. I /p' IRON ROD SET w/ HALFF ASSOC., INC. CAP CORPORATE LIMIT
(UNLESS NOTED OTHERWISE) CITY OF DALLAS /r VOL. 90106, PG. 2492
• I.R.F. IRON ROD FOUND PLAT VQL. 89096, PG. 2351
❑ TS TELEPHONE PEDESTAL
TOTES:
,BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202 ~
(1983 ADJUSTMENT) BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION
GPS4 (PID CS3408). CONVERGENCE ANGLE AT GPS4 IS ( +) 00'48'34.9' AS COMPUTED
Y CORPSCON VERSION 4.11.
MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT'
ON BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL G.P.S. POINTS ARE
3' ALUMINUM DISKS, STAMPED, 'BLOT' THRU 'BL08'.
HEREBY CERTIFY THAT THE ABOVE SURVEY WAS
LADE ON THE GROUND UNDER MY SUPERVISION ON
IR PRIOR TO THE DATE NOTED HEREON, AND THAT
'HE METES AND BOUN
'RU O EC . S SHOWN HEREON ARE
E A C
0-28 19
:OLIN J. HEN ,
EGISTERED ROFESSI AL LAND SURVEYOR
- EXAS REGISTRATION 5230
COUN
v
I
S U RN
PROD. NO. 91 -829
PARCEL 9 -5E -2
SHEET 1 OF 4
JOHN C.000K SURVEY
ABSTRACT NO. 315
rld iil�� 1111
IIIlI�I01
I� III+ + RVgII Idlll ��I P^ 11I
N�
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ltlm
ENGINEERS ARCHITECTS SCIENTISTS PLANNERS II
NNE SURVEYORS
8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225 -4292
PHONE: (214) 346 -6200, FAX: (214) 739 -0095
0 20 40 60 90 120 180
10 0 11 SCALE IN FEET
COUNTY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS
SLOPE EASEMENT
BELTLINE ROAD
DENTON TAP ROAD TO MacARTHUR BLVD.
DESIGNED IA
DRAWN IA
DATE: OCTOBER 1998
FILE AVO* 14111
APPROVED CJH
CHECKED IA
SCALE: 1 "= 60'
SHEET 1 OF 4
- 9 61.75'
S 71'21'20'E
• (100 R.0.W.) – W.
PARCEL 9 -SE -2
�_ •
—� •
A= 14'54'22
R.O.W. VARIES
943.91'
N71'21'20'W
:GEND:
PP POWER / UTILITY POLE
TPB PULL BOX
- - - PROPERTY or CROW - BILLINGSLEY
RIGHT OF WAY LINE (R.O.W.) Mac ARTHUR, LTD.
> I.R.S. i /2' IRON ROD SET w/ HALFF ASSOC.. INC. CAP CROW- BILLINGSLEY VQL, 86029, PG. 2261
I.R.F. IRON L ROD FOUND OTHERWISE) BELT LINE, LTD. PLAT VOL. 85003, PG. 4009
1 TS TELEPHONE PEDESTAL VOL 86068, PG. 5186
ITES:
3ASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202 CITY 0 F C 0 P P E L L
1983 ADJUSTMENT) BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION
PS4 (PID CS3408). CONVERGENCE ANGLE AT GPS4 IS ( +) 00'48'34.9' AS COMPUTED
CORPSCON VERSION 4.11 JOHN C. COOK SURVEY
MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT ABSTRACT N 0. 315
IN BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL G.P.S. POINTS ARE
ALUMINUM DISKS, STAMPED,'BLOt' THRU 'BL08'.
IEREBY CERTIFY THAT THE ABOVE SURVEY WAS
NDE ON THE GROUND UNDER MY SUPERVISION ON
Z PRIOR TO THE DATE NOTED HEREON, AND THAT
iE METES AND BOUNDS SHOWN HEREON ARE
RUE eD CO
)LIN J. HE Y,"
GISTERE PROFES ONAL LAND SURVEYOR
=XAS REGISTRATION 5230
1 •• i ENR,
:
COIIN,.....• • .
..... 5230 •
1. R S,,,
Y 1421.00
Ng6'15'41 W
' R.O.W.
lo
WIN
I'V lgy� ` h��� p r" BI u
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ENGINEERS ARCHITECTS SCIENTISTS PLANNERS SURVEYORS
8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225 -4292
PHONE: (214) 346 -6200, FAX: (214) 739 -0095
w
N �
0 20 40 60 90 120 130
SCALE IN FEET mmi
COUNTY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS
SLOPE EASEMENT
L_ BELTLINE ROAD
DENTON TAP
PROJ. NO. 91 -829
TO MaCARTHUR
PARCEL 9 -SE -2
DESIGNED IA
SHEET 2 OF 4
I DATE:
0 g:
FILE
r m v
APPROVED CJH
m�
I SCALE:
V'= 60'
ISHEET
2 OF
,418.1 =
-A= 14 '54'2�__�__– _------- ___- ___.___ - -
11E m r
2875.35' D.A.R.T. ACOUSITION CORP.
S86.15'41
rn
T= 376.17' VOL. 91008, PG. 1341
I.R.S.
L= 748.10'
LA
/ R=
C B=S78*48'32'E
O
CL= 745.99'
O
�_ •
—� •
A= 14'54'22
R.O.W. VARIES
943.91'
N71'21'20'W
:GEND:
PP POWER / UTILITY POLE
TPB PULL BOX
- - - PROPERTY or CROW - BILLINGSLEY
RIGHT OF WAY LINE (R.O.W.) Mac ARTHUR, LTD.
> I.R.S. i /2' IRON ROD SET w/ HALFF ASSOC.. INC. CAP CROW- BILLINGSLEY VQL, 86029, PG. 2261
I.R.F. IRON L ROD FOUND OTHERWISE) BELT LINE, LTD. PLAT VOL. 85003, PG. 4009
1 TS TELEPHONE PEDESTAL VOL 86068, PG. 5186
ITES:
3ASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202 CITY 0 F C 0 P P E L L
1983 ADJUSTMENT) BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION
PS4 (PID CS3408). CONVERGENCE ANGLE AT GPS4 IS ( +) 00'48'34.9' AS COMPUTED
CORPSCON VERSION 4.11 JOHN C. COOK SURVEY
MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT ABSTRACT N 0. 315
IN BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL G.P.S. POINTS ARE
ALUMINUM DISKS, STAMPED,'BLOt' THRU 'BL08'.
IEREBY CERTIFY THAT THE ABOVE SURVEY WAS
NDE ON THE GROUND UNDER MY SUPERVISION ON
Z PRIOR TO THE DATE NOTED HEREON, AND THAT
iE METES AND BOUNDS SHOWN HEREON ARE
RUE eD CO
)LIN J. HE Y,"
GISTERE PROFES ONAL LAND SURVEYOR
=XAS REGISTRATION 5230
1 •• i ENR,
:
COIIN,.....• • .
..... 5230 •
1. R S,,,
Y 1421.00
Ng6'15'41 W
' R.O.W.
lo
WIN
I'V lgy� ` h��� p r" BI u
Il k. I4,.,' pr..,n wkn" �WYU°� _ i "^' lhi...m
ENGINEERS ARCHITECTS SCIENTISTS PLANNERS SURVEYORS
8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225 -4292
PHONE: (214) 346 -6200, FAX: (214) 739 -0095
w
N �
0 20 40 60 90 120 130
SCALE IN FEET mmi
COUNTY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS
SLOPE EASEMENT
L_ BELTLINE ROAD
DENTON TAP
ROAD
TO MaCARTHUR
BLVD.
DESIGNED IA
DRAWN IA
I DATE:
OCTOBER 1998
FILE
AVO. 14111
APPROVED CJH
CHECKED IA
I SCALE:
V'= 60'
ISHEET
2 OF
4
PROD. NO. 91 -829
PARCEL 9 -SE -2
SHEET 3 OF 4
T.P. & L. EASEMENT
VOL. 4594, PG. 300
-q- PARCEL 9 -SE -2 D.A.R.T. A CQUIS IT IO N /D.A.R.T. R.O.W. VOL. 19008, . 341
(100 R.O.W.)
_ _ S86'15'41'E - 1418.11
I m o
aw
*33:I1r
f PP POWER / UTILITY POLE
1TPB PULL BOX
-R - - PROPERTY or
RIGHT OF WAY LINE (R.O.W.)
I.R.S. 1/2' IRON ROD SET w/ HALFF ASSOC., INC. CAP
(UNLESS NOTED OTHERWISE)
I.R.F. IRON ROD FOUND
:1 TS TELEPHONE PEDESTAL
)TES:
BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202
1983 ADJUSTMENT) BASED ON CPS MEASUREMENTS FROM TRIANGULATION STATION
'PS4 (PID CS3408). CONVERGENCE ANGLE AT GPS4 IS ( +) 00'48 AS COMPUTED
f CORPSCON VERSION 4.11.
MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT'
)N BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL G.P.S. POINTS ARE
3' ALUMINUM DISKS, STAMPED, 'BLOC' THRU 'BLOB'.
T.P. & L. EASEMENT
VOL. 4594, PG. 300
CROW- BILLINGSLEY
MGcARTHUR, LTD.
VOL. 86029, PG. 2261
PLAT VOL. 85003, PG. 4009
CITY OF COPPELL
JOHN C. COOK SURVEY
ABSTRACT NO. 315
HEREBY CERTIFY THAT THE ABOVE SURVEY WAS
AIDE ON THE GROUND UNDER MY SUPERVISION ON
R PRIOR TO THE DATE NOTED HEREON, AND THAT
HE METES AND BOUN9S SHOWN HEREON ARE
RUE A COR �
?,-
OLIN J. HE
EGISTERED ROFESSI AL LAND SURVEYOR
EXAS REGISTRATION 9230
COLIN J HE E
`,`� ...:.............: NRY
5230 Qv
Sul
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ENGINEERS ARCHITECTS SCIENTISTS PLANNERS SURVEYORS
8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225 -4292
PHONE: (214) 346 -6200, FAX: (214) 739 -0095
J8”"
0 20 40 60 90 120 180
SCALE IN FEET
COUNTY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS
SLOPE EASEMENT
L_ __ BELTLINE ROAD
DENTON TAP
ROAD
TO MacARTHUR
BLVD.
DESIGNED IA
DRAWN IA
I DATE:
OCTOBER 1998
FILE
AVO. 14111
APPROVED CJHTCHECKED
IA
I SCALE:
1" = 60'
ISHEET
3 OF
4
• I I
z
J I
U
d
rr ,
PROJ. NO. 91 -829
PARCEL 9 -SE -2
SHEET 4 OF 4
I—
Ln I
DO
al
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aI 1 V
- -- - S - - - - - -- ---- - - - - -- - - - - -- --- - - - - -- ----- - - - - -- -- -- o
01 IPARCEL 9 -SE -2 I N
D.A.R.T. ACQUISITION CORP.
CL_ �D.A.R.T. R.O.W. VOL. 91008, PG 1341 ,
a ' (100' R.O.W.) rA
_:. S86'15'41'E 1418.11' I
I.R.S.'
O` r
T L
Ln l
- I
O
� I.R.S. I
N86'15'41'W 1421.00'
Lv
Ld
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MV)
BE
H.W. ,O VARIES
w„
CITY OF lOPPELL
:GEND= JOHN C. COOK SURVEY
PP POWER /UTILITY POLE ABSTRACT N 0. 315
rPe PULL sox EXXON CORP
-IL'- - - PROPERTY or
RIGHT OF WAY LINE (R.O.W.) CROW - BILLINGSLEY
I I.R.S. I /2' IRON ROD SET w/ HALFF ASSOC., INC. CAP
(UNLESS NOTED OTHERWISE) MacARTHUR, LTD.
I.R.F. IRON ROD FOUND VOL 86029, PG. 2261
1 TS TELEPHONE PEDESTAL PLAT VOL. 85003, PG. 4009
TES:
3ASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202
983 ADJUSTMENT) BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION
PS4 (PID CS3408). CONVERGENCE ANGLE AT GPS4 IS ( +) 00 48 AS COMPUTED
CORPSCON VERSION 4.11.
MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT'
N BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL G.P.S. POINTS ARE
' ALUMINUM DISKS, STAMPED, 'BL01' THRU 'BLOB'.
VOL. 87189, PG. 2481
PLAT VOL. 88035, PG. 1671
1340 E. BELTLINE RD.
IEREBY CERTIFY THAT THE ABOVE SURVEY WAS
kDE ON THE GROUND UNDER MY SUPERVISION ON
I PRIOR TO THE DATE NOTED HEREON, AND THAT
IE METES AND BOUNPS SHOWN HEREON ARE
ZU A D COR C //
)LIN J. HEN
'GISTERED;4OFESSIONAl LAND SURVEYOR
7 XAS REGISTRATION 5230
` E o r:
COLIN J.. HENRY
ism . li � " i „�.� .,� I �. .,,� sir" �' ": "III ,iV�,.•,q
..
......
�.
ENGINEERS ARCHITECTS . SCIENTISTS PLANNERS SURVEYORS
8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225 -4292
PHONE: (214) 346 -6200, FAX: (214) 739 -0095
98row9b4
N
S.THOMPSON SURVEY
ABSTRACT N0. 1493
0 20 40 60 90 120 180
SCALE IN FEET
COUNTY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS
SLOPE EASEMENT
BELTLINE ROAD
DENTON TAP
ROAD
TO MacARTHUR
BLVD.
DESIGNED IA
DRAWN IA
I DATE:
9
FILE
AVO. 14111
APPROVED CJH
CHECKED IA
I SCALE:
J
ISHEET
m�
M�
2 ;
ry
`
U
a
L
IEREBY CERTIFY THAT THE ABOVE SURVEY WAS
kDE ON THE GROUND UNDER MY SUPERVISION ON
I PRIOR TO THE DATE NOTED HEREON, AND THAT
IE METES AND BOUNPS SHOWN HEREON ARE
ZU A D COR C //
)LIN J. HEN
'GISTERED;4OFESSIONAl LAND SURVEYOR
7 XAS REGISTRATION 5230
` E o r:
COLIN J.. HENRY
ism . li � " i „�.� .,� I �. .,,� sir" �' ": "III ,iV�,.•,q
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ENGINEERS ARCHITECTS . SCIENTISTS PLANNERS SURVEYORS
8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225 -4292
PHONE: (214) 346 -6200, FAX: (214) 739 -0095
98row9b4
N
S.THOMPSON SURVEY
ABSTRACT N0. 1493
0 20 40 60 90 120 180
SCALE IN FEET
COUNTY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS
SLOPE EASEMENT
BELTLINE ROAD
DENTON TAP
ROAD
TO MacARTHUR
BLVD.
DESIGNED IA
DRAWN IA
I DATE:
OCTOBER 1998
FILE
AVO. 14111
APPROVED CJH
CHECKED IA
I SCALE:
1" = 60'
ISHEET
4 OF
4