HomeMy WebLinkAbout(0041) CB1-003B-R1-DFW Airport.pdfField Notes Describing a 238,959 Square Foot (5.4857 Acre)
Parcel CB1-003B to Be Acquired From
City of Dallas, Texas
Being a 238,959 Square Foot (5.4857 Acre) tract of land situated in the Amos J.N.
Survey, Abstract Number 434, in the City of Grapevine, Tarrant County, Texas and being
part of Tract 12, a called 160 acre tract of land conveyed by the City of Fort Worth, Texas
to the City of Dallas, Texas by Special Warranty Deed dated May 5, 1971, as recorded in
Volume 5037, Page 255 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.) and
being more particularly described by metes and bounds as follows:
BEGINNING at a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS"
set for a west corner of said Tract 12, same being the southeast corner Tract 1, a called
18.486 acre tract of land conveyed to the City of Fort Worth, Texas by General Warranty
Deed, as recorded in Volume 5475, Page 301, D.R.T.C.T., also being on the existing
northerly Right -Of -Way line of 100 foot Right -Of -Way conveyed to Dallas Area Transit
Property Acquisition Corporation (DART), as recorded in Volume 10146, Page 640 of the
Deed Records, Dallas County, Texas (D.R.D.C.T.) and being the southwest corner of the
herein described tract of land, from which the southwest corner of said Tract 1, same
being the southeast corner of a called 35.88 acre tract of land, conveyed to ONCOR
Electric Delivery Company, LLC, as recorded in Instrument No. D218025857 of the
Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.) bears: South 80 degrees
01 minutes 14 seconds West, a distance of 701.73 feet, from which a found 1/2 inch
capped iron rod stamped, "WIER & ASSOC. INC.", Controlling Monument, (CM) bears:
South 00 degrees 32 minutes 49 seconds East, a distance of 0.18 feet, from the said
southwest corner of Tract 1 a 1/2 inch capped iron rod stamped, "HALFF" (CM) found for
the southeast corner of the remainder of a called 41.230 acre tract of land, conveyed to
Total E&P USA Barnett, LLC., as recorded in Instrument No. D216266568, O.P.R.T.C.T.,
same being an exterior ell corner of said called 35.88 acre tract of land bears: North 00
degrees 32 minutes 49 seconds West, a distance of 299.92 feet;
THENCE North 00 degrees 05 minutes 56 seconds East, departing the northerly line of
said DART and being along the common line of said Tract 12 and said Tract 1, a distance
of 18.94 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS"
set for the northwest corner of the herein described tract;
THENCE North 80 degrees 01 minutes 34 seconds East, over and across said Tract 12,
a distance of 29.71 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS
ENGINEERS" set for the beginning of a non -tangent curve to the left, having a radius
840.00 feet and whose chord bears North 67 degrees 22 minutes 26 seconds East, a
distance 199.17 feet;
THENCE over and across said Tract 12 and along said curve to the left, through a central
angle of 13 degrees 37 minutes 02 seconds, an arc distance of 199.64 feet to a 5/8 inch
iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for corner and the end
of said curve;
CB1-003B Sheet 1 of 8
THENCE North 60 degrees 33 minutes 55 Seconds East, over and across said Tract 12,
a distance of 285.26 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS
ENGINEERS" set for the beginning of a tangent curve to the right, having a radius 860.00
feet and whose chord bears North 68 degrees 23 minutes 30 seconds East, a distance
234.22 feet;
THENCE over and across said Tract 12 and along said curve to the right, through a
central angle of 15 degrees 39 minutes 10 seconds, an arc distance of 234.95 feet to a
5/8 inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for the point
of tangency;
THENCE North 76 degrees 13 minutes 05 Seconds East, over and across said Tract 12,
a distance of 229.18 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS
ENGINEERS" set for the beginning of a tangent curve to the right, having a radius
1,000.00 feet and whose chord bears North 78 degrees 39 minutes 27 seconds East, a
distance 85.13 feet;
THENCE over and across said Tract 12 and along said curve to the right, through a
central angle of 04 degrees 52 minutes 45 seconds, an arc distance of 85.16 feet to a 5/8
inch iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for the point of
tangency;
THENCE North 81 degrees 05 minutes 50 Seconds East, over and across said Tract 12,
a distance of 100.74 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS
ENGINEERS" set for the beginning of a tangent curve to the left, having a radius 1,000.00
feet and whose chord bears North 79 degrees 11 minutes 18 seconds East, a distance
66.62 feet;
THENCE over and across said Tract 12 and along said curve to the left, through a central
angle of 03 degrees 49 minutes 04 seconds, an arc distance of 66.63 feet to a 5/8 inch
iron rod with a yellow plastic cap stamped, "ARS ENGINEERS" set for the point of
tangency;
THENCE North 77 degrees 16 minutes 46 Seconds East, over and across said Tract 12,
a distance of 594.85 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS
ENGINEERS" set for corner;
THENCE North 70 degrees 23 minutes 34 Seconds East, over and across said Tract 12,
a distance of 244.75 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS
ENGINEERS" set for east corner of the herein described tract of land and also being on
the common line of said Tract 12 and said DART tract of land;
CB1-003B Sheet 2 of 8
THENCE South 63 degrees 30 minutes 33 Seconds West, along said common line, a
distance of 614.86 feet to a 5/8 inch iron rod with a yellow plastic cap stamped, "ARS
ENGINEERS" set for the beginning of a tangent curve to the right, having a radius
2,789.50 feet and whose chord bears South 71 degrees 45 minutes 54 seconds West, a
distance 803.69 feet;
THENCE along said common line and said curve to the right, through a central angle of
16 degrees 30 minutes 42 seconds, an arc distance of 806.48 feet to a 5/8 inch iron rod
with a yellow plastic cap stamped, "ARS ENGINEERS" set for the point of tangency;
THENCE South 80 degrees 01 minutes 14 Seconds West, along said common line, a
distance of 657.47 feet to the POINT OF BEGINNING and containing 238,959 Square
Feet or 5.4857 Acres of land.
NOTES:
1. The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone
(4202), North American Datum of 1983 (NAD83) 2011 Adjustment, Epoch 2010.00. Ref
Station: PRS380175276427
2. Directional Control Line is based off the centerline of the rails of the Dallas Area Rapid
Transit Property Right -Of -Way, as recorded in Volume 10146, Page 640 of the Deed
Records, Dallas County, Texas.
3. All coordinates and distances are US Survey Feet, displayed in surface values and
may be converted to grid by dividing by the combined adjustment factor of 1.000136506
(Dallas County Scale Factor).
4. A survey plat of even date herewith accompanies the legal description.
I, Dustin D. Davison, a Registered Professional Land Surveyor in the State of Texas,
hereby certify that the land description and plat represent an actual survey made on the
ground under my supervision.
3-12-20
Dustin D. Davison, R.P.L.S. Date
Texas Registration No. 6451
ARS Engineers
12801 N. Central Expressway - Suite 1250
Dallas, Texas 75243
TBPLS Firm No. 101319-00
P.•��GISTER
FO �.r9
DUSTIN D. DAVISON
...................................
6451 1
CB1-003B Sheet 3 of 8
REMAINDER OF A CALLED 41.230
ACRE TRACT
DEED
CHESAPEAKE EXPLORATION, LLC
CONVEYS TO
TOTAL E&P USA BARNETT, LLC.
FILED NOVEMBER 11, 2016
INST NO.D216266568
O.P.R.T.C.T.
NOTES:
1. All bearings and coordinates are
based on the Texas State Plane
Coordinate System NAD 83 (2011)
North Central Zone (4202). Ref Station
I PRS380175276427
2. All distances shown are surface
valves and may be converted to
grid by dividing by the conversion
factor far Dallas County of
1.000136506
FOUND 1/2"
— ♦ CAPPED IRON ROD
STAMPED, "HALFF"
(CMI
CALLED 35.88 ACRE TRACT
SPECIAL WARRANTY DEED
TOTAL E&P USA BARNETT, LLC
CONVEYS TO
ONCOR ELECTRIC DELIVERY COMPANY, LLC
3 I
FILED FEBRUARY 5, 2018
INST NO.0218025857
Q N
O.P.R.T.C.T.
N
c�
M
p�
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N
O
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CALLED 18.486 ACRE TRACT
(TRACT 1)
GENERAL WARRANTY DEED
RUTH D. BOX, DAVID E. BOX JR.,
JOE N. BOX, WILLIAM DONALD BOX,
MARY RUTH BOX JONES AND EVELYN D. BOX SMITH
CONVEYS TO
CITY OF FORT WORTH
FILED JUNE 22. 1973
VOL. 5475. PG. 301
D.R.T.C.T.
M00RE Sop, EO
ESZNER A-102g
I
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RAIL ROAD SWITCH
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ST LOUIVIAVOpCOMPOANVERN
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FIRE HYDRANT
--
FOUND 1/2"
RAI�ONVEVTRANSIZ PROPS RTV
DIRECTIONAL
OMH
MANHOLE
CAPPED IRON ROD
STAMPED,
AREA RAPID
pALLASACOUISTIOMBERP21 1990
CONTROL _ -
LINES---�
Q
SIGN
"VIER & ASSOC. INC."
(CM) BEARS:
FILED p 1Q146, PG.640
VOL.
_ _ -
SOO* 32' 49"E -0.18
p.R.O.C,I. ............
. . ..
UTILITY POLELP
LIGHT POLE
-
. . .
EXISTING RIGHT-OF-WAY
— - - - —
— —
— PROPERTY LINE
- - -
PROPOSED RIGHT-OF-WAY
LINE
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS
O.P.R.T.C.T. OFFICIAL PLAT RECORDS, TARRANT COUNTY, TEXAS
D.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXAS
(CM) CONTROLLING MONUMENT
® 5/8 INCH DIAMETER IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "ARS ENGINEERS" SET
FOUND IRON ROD OR MONUMENT AS NOTED
0 50 100
Feet
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C1: D=13°37'02" LT
R=840.00'
L=199.64'
CB=N67°22'26"E
CL=199.17'
CALLED 18.486 ACRE TRACT
(TRACT 11
GENERAL WARRANTY DEED
RUTH D. BOX, DAVID E. BOX JR.,
JOE N. BOX, WILLIAM DONALD BOX,
MARY RUTH BOX JONES AND EVELYN D. BOX SMITH
CONVEYS TO
CITY OF FORT WORTH
FILED JUNE 22. 1973
VOL. 5475, PG. 301
O.R.T.C.T.
LINE TABLE
LINE
COURSE
DISTANCE
L1
I N80-01'34"E
29.71'
00
L-C:)
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LEGEND
v=i
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RAIL ROAD SWITCH
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FIRE HYDRANT
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UTILITY POLE
a
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LIGHT POLE
— — — — — EXISTING RIGHT-OF-WAY
— — — PROPERTY LINE
L•i•] llb9 i I�:� [e1:1 Q•7 ��I�\�� � 1 � 1 q
MOORS SUR�Ey
EST HER A_1GZ9
N00°05'56"E
Q, w 18.94
POINT OF BEGINNING
SET 5/8" IRON ROD W/�
YELLOW CAP STAMPED,
"ARS ENGINEERS"
CALLED 3.507 ACRE TRACT
(TRACT 8)
SPECIAL WARRANTY DEED
THE CITY OF FORT WORTH. TEXAS
CONVEYS TO
CITY OF DALLAS. TEXAS
FILED FEBRUARY 7. 1973
VOL. 5390. PG. 339
D.R.T.C.T.
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS
O.P.R.T.C.T. OFFICIAL PLAT RECORDS, TARRANT COUNTY, TEXAS
D.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXAS
(CM) CONTROLLING MONUMENT
® 5/8 INCH DIAMETER IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "ARS ENGINEERS" SET
FOUND IRON ROD OR MONUMENT AS NOTED
NOTES:
1. All bearings and coordinates are
C/)
based on the Texas State Plane
L,LJ
cc
Coordinate System NAD 83 (2011)
Sys
North Central Zone (4202). Ref Station:
—
�
(-)
Q
PRS380175276427
cn
Q
x
2. All distances shown are surface
_j
00m o ~
00
valves and may be converted to
grid by dividing by the conversion
Q
n CD
o
factor far Dallas County of
J
o a Q
1.000136506 0 50 100
Q
z
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CALLED 160 ACRE TRACT
o
(D m - Q
o 0
Feet
(TRACT 12)
J
w a o
SPECIAL WARRANTY DEED
J
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THE CITY OF FORT WORTH, TEXAS 9�
m
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CONVEYS TOCD
CITY OF DALLAS, TEXAS cD5
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FILED MAY 5, 1971 °�b
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VOL. 5037, PG. 255 5
D.R.T.C.T.��
PROPOSED �F�'
/ EXISTING `o
3
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RIGHT-OF-WAY ���' RIGHT -OF -WAY o
3
LINE G� '00 LINE__-
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� DEED TERN
Q� ST LOU1WAv COMPANY
651 RAICONNEI
O Q"W TRA SIt PROPERTYRAPID
Sao
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5.4857 AC. DALLASACQ�IS110% ERP2RA�1990
CB1 - 238,959 SO. FT. FILED 1p14- - 6, PG.640 --
vOl •
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WOS J .N •
Q 434 CALLED 160 ACRE TRACT
a
(TRACT 12)
O
SPECIAL WARRANTY DEED
THE CITY OF FORT WORTH, TEXAS
CONVEYS TO
CITY OF DALLAS, TEXAS
FILED MAY 5. 1971
VOL. 5037, PG. 255
D.R.T.CT.
5
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NOTES:
C2: D=15
0
39 10 RT
CALLED 160 ACRE TRACT
1. All bearings and coordinates are
based on the Texas State Plane
R =
860.00'
(TRACT 12)
Coordinate System NAD 83 (2011)
North Central Zone (4202). Ref Station
L=234.95'
SPECIAL WARRANTY DEED
PRS380175276427
CB=N68°23'30'E
THE CITY OF FORT WORTH, TEXAS
2. All distances shown are surface
valves and may be converted to
CL
= 234.22'
CONVEYS TO
ggrid by dividing by the conversion
CITY OF DALLAS, TEXAS
0 f
1.000136506Dallas County of
C5: D=16°30'42"
RT
FILED MAY 5, 1971
013'35"E
R=2,789.50'
VOL. 5037, PG. 255
N1 22g� �.-
L=806.48'
D.R.T.C.T.
CB=S71
°45'54'W
CL=803.69'
AMPS JoN SUR�Ey
�2 �.���
PROPOSED
RIGHT-OF-WAY LINE
5.4857 AC.
238,959 SO. FT.
cp \46�`I,0 ?6�,,,
TO BE ACQUIRED
O�
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LEGEND
2
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-0RSW
RAIL ROAD SWITCH
FH
FIRE HYDRANT
MH
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MANHOLE
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SIGN
UTILITY POLE
LP
LIGHT POLE
0 50 100
Feet
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-
FILED D10146, P�' - � I a � 0
DIRECTIONAL CONTROL VOL= D_ _1� p a
LINE
uRVEV CALLED 160 ACRE TRACT
— - - - — EXISTING RIGHT-OF-WAY _
— — — PROPERTY LINE
PROPOSED RIGHT-OF-WAY LINE
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS
O.P.R.T.C.T. OFFICIAL PLAT RECORDS, TARRANT COUNTY, TEXAS
D.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXAS
AMPS •N S (TRACT 12)
BURIED GAS LINE Q — SPECIAL WARRANTY DEED
43 4
THE CITY OF FORT WORTH. TEXAS
— — CONVEYS TO
-- CITY OF DALLAS, TEXAS
— FILED MAY 5. 1971
VOL. 5037, PG. 255
D.R.T.C.T.
(CM) CONTROLLING MONUMENT
® 5/8 INCH DIAMETER IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "ARS ENGINEERS" SET
FOUND IRON ROD OR MONUMENT AS NOTED
P:\30219046 Cotton Belt\DGN\CB1-003E\CB1-003B—RP3-2002.dgn
3/9/2020
NOTES:
C3: D = 04°52'45" RT 1. All bearings and coordinates are � w
based on the Texas State Plane w cc
R=1,000.00' Coordinate System HAD 83 (2011)
L - 85.16' CALLED 160 ACRE TRACT North Central zone (4202). Ref Station: >- a Q
PRS380175276427 U) x
CB=N78°39'27'E (TRACT 12) N "'
�
2. All distances shown are surface 00 o
CL=85.13' SPECIAL WARRANTY DEED valves and may be converted to a m
rid by dividing by the conversion cc 'n o cn o
C4: D-03°49'04" LT THE CITY OF FORT WORTH, TEXAS +actor far Dallas County of J " o o a N
- 1.000136506 Q 1 w J
R=1,000.00' CONVEYS TO o so 100 0 0o m a
L=66.63' CITY OF DALLAS, TEXAS Feet " o
CB-N79°11'18'E FILED MAY 5, 1971 _ 594.ai LU � w a o
CL=66.62' VOL. 5037, PG. 255 ° 50„E N11°1�6 E •• 9 J' J o m z
D.R.T.C.T. N81 05 C4 ••• �yF�, way C/) o c�
C5: D=16030'42" RT 100.14' w
R=2,789.50' ,p5„E C3 _ •�- CD M
L=806.48' N16° 318�•-• cP �o o °�°
CB=S71 045'54'W 22g�i•'' PROPOSED c�`�, . C-) C\j
CL-803.69' RIGHT-OF-WAY LINE
J .N SURVEY �.0 U
C61 5.4857 AC. AMOS A-434 i/� �0- o Z z °
o 0 0 0
003E 238,959 S0. FT.-10i4
TO BE ACQUIRED a w a 0
= D. � d 0 �
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�. EXISTING •�•• OP a� a
C-4 RIGHT-OF-WAY LINE
LEGEND Oo �1 OI��C
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J• St SFH wNS�EVS NNSYZ p�N - w
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Q.� CALLED 160 ACRE TRACT
ALP UTILITY POLE J ,,,/ (TRACT 12) cc
�a / SPECIAL WARRANTY DEED Q
LIGHT POLE f THE CITY OF FORT WORTH, TEXAS
/ CONVEYS TO
----- EXISTING RIGHT-OF-WAY CITY OF DALLAS. TEXAS o
FILED MAY 5. 1971 O
--- PROPERTY LINE VOL. 5037. PG. 255
D.R.T.C.T.
PROPOSED RIGHT-OF-WAY LINE �-
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS v
O.P.R.T.C.T. OFFICIAL PLAT RECORDS, TARRANT COUNTY, TEXAS;
p"Z e
D.R. T.C.T. DEED RECORDS, TARRANT COUNTY, TEXAS
(CM) CONTROLLING MONUMENT d
® 5/8 INCH DIAMETER IRON ROD WITH YELLOW PLASTIC CAP • z
STAMPED "ARS ENGINEERS" SET
FOUND IRON ROD OR MONUMENT AS NOTED
w
P:\30219046 Cotton Belt\DGN\CB1-003E\CB1-003B-RP3-2003.dgn
3/9/2020
111a1111��1
CALLED 160 ACRE TRACT
(TRACT 12)
SPECIAL WARRANTY DEED
THE CITY OF FORT WORTH, TEXAS
CONVEYS TO
1. All bearings and coordinates are
based on the Texas State Plane
Coordinate System HAD 83 (2011)
North Central Zone (4202). Ref Station:
PRS380175276427
2. All distances shown are surface
valves and may be converted to
grid by dividing by the conversion
factor far Dallas County of
1.000136506
CITY OF DALLAS, TEXAS
FILED MAY 5, 1971 NMSN ° SUR�Ey 2AA �:/%� 0 50 100
VOL. 5037, PG. 255 A-434 3,3A"j/�'
D.R.T.C.T. 'N0O30z 0 00 Feet
PROPOSED 59A•g5, . � . - / 6 A bb
RIGHT -OF -WAY A6 . ��j� DIRECTIONAL CONTROj
LINE N�1°16.i � �� �
/ °'j� � LINE
5.4857 AC. /10 U j.
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C61 - BE ACQUIREDoo
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LEGEND od s EXISTING
/ * t QpNv O'�� v /
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pPE s
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FIRE HYDRANT c9
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CALLED 160 ACRE TRACT
71
O
MANHOLE y
/
(TRACT 12)
SPECIAL WARRANTY DEED
0®�
cc
Q
SIGN
THE CITY OF FORT WORTH, TEXAS
d
CONVEYS TO
UTILITY POLE
CITY OF DALLAS, TEXAS
cc
Q -
LP
° FILED MAY 5, 1971
LIGHT POLE
VOL. 5037, PG. 255
-
D.R.T.C.T.
— — — — —
EXISTING RIGHT-OF-WAY
o
O
— — —
PROPERTY LINE
PROPOSED RIGHT-OF-WAY LINE
P•,,
r GISTS °• :;,�s
h
-
O.P.R.T.C.T.
OFFICIAL PUBLIC RECORDS, TARRANT
COUNTY, TEXAS
.
O.P.R.T.C.T.
OFFICIAL PLAT RECORDS, TARRANT
COUNTY, TEXAS
���•...............�����������
2
p�
D.R. T.C.T.
DEED RECORDS, TARRANT COUNTY,
TEXAS
HEREBY CERTIFY THAT TH I S PLAT
S BASED ON AN ON THE GROUND SURVEY
DUSTIN D. DAVISON
„�Z 2
y
MADE UNDER MY SUPERVISION AND,
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(CM)
CONTROLLING MONUMENT
TO THE BEST OF MY KNOWLEDGE,
IS TRUE AND CORRECT.
6451
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5/8 INCH DIAMETER IRON ROD WITH
YELLOW PLASTIC CAP
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z
3-12-20
S uR
STAMPED "ARS ENGINEERS" SET
DUSTIN D. DAVISON, R.P.L.S. TEXAS No. 6451
FOUND IRON ROD OR MONUMENT AS
NOTED
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P:\30219046 Cotton Belt\DGN\CB1-003E\CB1-003B-RP3-2004.dgn
3/12/2020
<* 96 $ Parcel Closure Report: CB1-003B
<* 97 $ ----------------------------
<* 98 $ Start Coordinates, North: 7027758.8181 East: 2411805.7595 Name: 6063
<* 99 $ Line: N 0^ 05' 56.11" E Dist.: 18.9350 PtNum: 6062
<* 100 $ Line: N 80A 01' 34.41" E Dist.: 29.7129
<* 101 $ Curve: 73 Rad.: 840.0000 Delta: 13A 37' 2.28" Ift. Arc: 199.6400
<* 102 $ Degree: 6^ 49' 15.33" Tan.: 100.2926 Mid Ord.: 5.9240 Ext. 5.9661
<* 103 $ Chord Bearing: N 67A 22' 26.08" E Chord Dist.: 199.1705
<* 104 $ Line: N 60A 33' 54.94" E Dist.: 285.2621
<* 105 $ Curve: 74 Rad.: 860.0000 Delta: 15A 39' 9.93" rt. Arc: 234.9453
<* 106 $ Degree: 6" 39' 44.28" Tan.: 118.2087 Mid Ord.: 8.0107 Ext. 8.0860
<* 107 $ Chord Bearing: N 68A 23' 29.90" E Chord Dist.: 234.2153
<* 108 $ Line: N 76A 13' 4.86" E Dist.: 229.1810
<* 109 $ Curve: 75 Rad.: 1000.0000 Delta: 4^ 52' 44.81" rt. Arc: 85.1566
<* 110 $ Degree: 5^ 43' 46.48" Tan.: 42.6040 Mid Ord.: 0.9063 Ext. 0.9071
<* 111 $ Chord Bearing: N 78A 39' 27.27" E Chord Dist.: 85.1309
<* 112 $ Line: N 81^ 05' 49.67" E Dist.: 100.7395
<* 113 $ Curve: 76 Rad.: 1000.0000 Delta: 3" 49' 3.83" Ift. Arc: 66.6320
<* 114 $ Degree: 5^ 43' 46.48" Tan.: 33.3283 Mid Ord.: 0.5549 Ext. 0.5552
<* 115 $ Chord Bearing: N 79A 11' 17.75" E Chord Dist.: 66.6196
<* 116 $ Line: N 77A 16' 45.84" E Dist.: 594.8524 PtNum: 6072
<* 117 $ Line: N 70A 23' 34.15" E Dist.: 244.7501 PtNum: 6073
<* 118 $ Line: S 63A 30' 32.68" W Dist.: 614.8643
<* 119 $ Curve: 77 Rad.: 2798.5000 Delta: 16A 30' 41.66" rt. Arc: 806.4754
<* 120 $ Degree: 2^ 02' 50.55" Tan.: 406.0518 Mid Ord.: 29.0012 Ext. 29.3049
<* 121 $ Chord Bearing: S 71^ 45' S3.51" W Chord Dist.: 803.6876
<* 122 $ Line: S 80A 01' 14.34" W Dist.: 657.4708
<* 123 $ End Coordinates, North: 7027758.8181 East: 2411805.7595
<* 124 $ Error North: 0.0000 Error East: 0.0000
<* 125 $ Error Direction: S 68^ 22' 6.10" W Total Distance Error: 0.0000
<* 126 $ Error of Closure Greater than 1/10,000,000.00
<* 127 $ Perimeter: 4168.6173
<* 128 $ Area: sq. Feet: 238958.6702 Acres: 5.4857