HomeMy WebLinkAboutRes 08-15 Accepting the Dedication of Right-of-Way from Maguire Partners-SolanaTOWN OF WESTLAKE
RESOLUTION NO. 08-15
ACCEPTING THE DEDICATION OF RIGHT-OF-WAY (ROW) NECESSARY
FOR THE EXPANSION OF FM 1438 FROM MAGUIRE PARTNERS-SOLANA
LIMITED PARTNERSHIP.
WHEREAS, the Board of Aldermen desires to obtain the necessary right-of-way
for the widening and realignment of FM 1938; and
WHEREAS, Maguire Partners -Solana Limited Partnership has agreed to dedicate
this right-of-way now, as opposed to when the adjacent property is eventually platted,
and thereby avoid delays to the construction schedule related to this portion of the
roadway; and
WHEREAS, the Board of Aldermen has determined that the acceptance of this
dedication is in the best interest of the Town of Westlake;
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF ALDERMEN OF
THE TOWN OF WESTLAKE, TEXAS:
SECTION 1. The findings and declarations contained in the preamble of this
Resolution are hereby incorporated as part of this Resolution.
SECTION 2. This Board of Aldermen hereby accepts the dedication of the ROW,
as shown on attached Exhibit "A" and Exhibit "B", from Maguire Partners -Solana
Limited Partnership,
SECTION 3. This Resolution shall take effect immediately upon its approval.
PASSED AND APPROVED ON THIS 10th DAY OF MARCH 2008.
ATTEST:
Kidi Sutter, TRMC, Town Secretary
APPROVED AS TO FORM:
L. Stanton wn Attorney
tAHIbII -A-
RIGHT-OF-WAY PARCEL NO, 70 -ROW -1
PRECINCT LINE ROAD, DOVE. ROAD
& KBWWOOD BOULEVARD
MAGUME PARTNERS-SOLANA UMITED PAR'T'NERSHIP
BEING 13.591 acres of land, situated in the William Pea Survey, Abstract No- 1045, Benton
County, Texas, the William Pea Survey, Abstract No. 1246, the W. Medlin Survey, Abstract No.
1958 and the C.M. Throop Survey, Abstract No. 1510, Tarrant County, Texas and being out of
tract of land, conveyed by deed to Maguire Partners -Solana Limited Partnership, as recorded in
Volume 13290, Page 09, Deed Rccords, Tarrant County, Texas, Said 13.591 acres being more
particularly described by metes and bounds as follows;
BEGINNING at a 518 inch iron rod with a Huitt Zollars cap found at a point in the south right-of-
way line of State highway 114 (a variable width R.O.W.), said point being the northwest corner
of said Maguire tract and the northeast comer of a tract of land conveyed by deed to FMR Texas
Limited Partnership, as recorded In Volume 14146, Page 381, Deed Records, Tarrant County,
Texas;
THENCE South 71°36'24" East, along the common line of the north line of said Maguire tract
and the south right-of-way line of said State Highway 114, a distance of 60.00 feet to a destroyed
TxDot Brass Cap found for comer;
THENCE North 18023'35" East, continumg along said common line, a distance of 30.00 feet to a
point for corner;
THENCE North 5933'33" East, continuing along said common line, a distance of 17.82 feet to a
I12 inch iron rod set for corner,
THENCIs South 16°30'03" West, leaving said common line, a distance of 322.62 feet to a point
for comer;
THENCE South 1823'55" West, a distance of 185.45 feet to a 1/2 inch iron rod set for corner,
said point being the point of curvature of a curve to the right, having a delta of 16°09'57", a
radius of 1,432.50 feet, a tangent length of 203.44 feet and a chord bearing and distance of South
26°28'54" West, 402.84 feet;
TI-ILNCE southwesterly, along the arc of said curve to the right, a distance of 404.18 feet to a 1/2
inch iron rod set for corner
THENCE South 09°29'56" East, a distance of 21.47 feet to a 112 inch iron rod set for corner;
THENCE South 55°44'53" East, a distance of 190.40 feet to a 112 inch iron rod set for comer.
said point being the point of curvature of a curve to the right, having a delta of 45'43'19", a
radius of 708.00 feet, a tangent length of 298.50 feet and a chord bearing and distance of South
32053'14" East, 550.11 feet;
THENCE southeasterly, along the arc of said curve to the right, a distance of 564.98 feet to a 112
inch iron rod set for comer;
THENCE South 10001'34" Fast, a distance of 132.24 feet to a 112 inch iron rod set for comer,
said point being the point of curvature of a curve to the left, having a delta of 24°06'47", a radius
of 812.00 feet, a tangent length 173.43 feet and a chord bearing and distance of South 22°04'58"
East, 339.22 feet;
THENCE southeasterly, along the are of said curve to the left, a distance of 341.73 feet to a 112
inch iron rod set for corner, said point being the point of curvature of a compound curve to the
left, having a delta of 18°54'48", a radius of 612.00 feet, a tangent length of 101.94 feet and a
chord bearing and distance of South 43°35'45" East, 201.11 feet;
THENCE southeasterly, along the are of said compound curve to the Iefl a distance of 202.02
feet to a 1/2 inch iron rod set for corner;
THENCE South 53°03'09" East, a distance of 32.60 feet to a 112 inch iron rod set for corner, said
point being the point of curvature of a curve to the right, having a delta of 09°12'56", a radius of
1,428.00 feet, a tangent length of 115.09 feet and a chord bearing and distance of South
4826'41" East, 229.43 feet;
1`:LSC)UTHtAKMFM1938_10-24-051L2CALSSCOWestlnke Right-Of-Way_U3-M-06.,j c
THENCE southeasterly, along the arc of said curve to the right, a distance of 229.68 feet to a 1/2
inch iron rod found for corner, said point being in the east line of said Maguire tract;
']'HENCE South 00032'53" East, along said east line, a distance of 238.54 feet to a 112 inch iron
rod set for corner, said point being the point of curvature of a non -tangent curve to the left having
a delta of 19°16'38", a radius of 40p.00 feet, a tangent length of 67.93 feet and a chord bearing
and distance of North 42°47'20" West, 133.95 feet;
THENCE northwesterly, leaving said east line and along the are of said non -tangent curve to the
left, a distance of 134.58 feet to a 112 inch iron rod set for corner;
THENCE North 52°25'39" West, a distance of 230.44 feet to a'/z inch iron rod set for corner, said
point being the point of curvature of a curve to the right, having a delta of 44°46' 10", a radius of
932.50 feet, a tangent length of 384.06 feet and a chord bearing and distance of North 30°02'34"
West, 710,24 feet;
THENCE northwesterly, along the arc of said curve to the right, a distance of 728.63 feet to a 1/2
inch iron rod set for comer;
THENCE North 07039'29" West, a distance of 2.51 feet to a 1/2 inch iron rod set for comer, said
point being the point of curvature of a curve to the left, having a delta of 46149'00", a radius of
735.60 feet, a tangent length of 318.45 feet and a chord bearing and distance of North 31 °03'58"
West, 584,48 feet;
THRNCE northwesterly, along the arc of said curve to the left, a distance of 601.06 feet to a 1/2
inch iron rod set for corner;
THENCE North 54°28'28" West, a distance of 123.21 feet to a 1/2 inch iron rod set for comer;
THENCE South 80"31'32" West, a distance of 21.21 feet to a 112 inch iron rod set for corner;
TI- ENCE South 3531'32" West, a distance of 329.50 feet to a 1/2 inch iron rod set for comer,
said point being the point of curvature of a curve to the right, having a delta of 06°53'00", a
radius of 255.50 feet, a tangent length of 15.37 feet and a chord bearing and distance of South
38158'02" West, 30.68 feet,
THENCE southwesterly, along the are of said curve to the right, a distance of 30.70 feet to a 1/2
inch iron rod set for corner;
THENCE South 42°24'32" West, a distance of 59.53 feet to a 1/2 inch iron rod set for corner,
said point being the point of curvature of a curve to the left, having a delta of 06o53'00", a radius
of 419.50 feet, a taugerit length of 25.23 feet and a chord bearing and distance of South 38"58'02"
West, 50-37 feet;
THENCE southwesterly, along the are of said curve to the left, a distance of 50.40 feet to a I/2
inch iron rod set for corner;
THENCE South 3531'32" West, a distance of 138.73 feet to a 1/2 inch iron rod set for corner,
said point being the point of curvature of a point of curvature of a curve to the left, having a delta
of 3556'31", a radius of 1,267.50 feet, a tangent length of 411.13 feet and a chord bearing and
distance of South 17'33'16" West, 7,82,14 feet;
THENCE southwesterly, along the arc of said curve to the left, a distance of 795.11 feet to a 112
inch iron rod set for comer,
THENCE South 00°24'59" East, a distance of 1,301.49 feet to a 112 inch iron rod set for corner,
said point being the point of curvature of a curve to the right, having a delta of 08°26'23" a
radius of 1,782,50 feet, a tangent length of 131.52 feet and a chord bearing and distance of South
03°48'12" West, 262.33 feet;
THENCE southwesterly, along the are of said curve to the right, a distance of 262-56 feet to a 112
inch iron rod set for corner, said point being in the east line of said Maguire tract, said point also
being the point of curvature of a non -tangent curve to the right, having a delta of 35'15'15", a
radius of 154.38 feet, a tangent length of 49.05 feet and a chord bearing and distance of North
1804'35" West, 93.50 feet;
P:WUTIiLAKbAFMj938_10-24-05%LPGAI-S1COWestlake Rikhl-0f-Way_03 U9-0G,,io,
THENCE northwesterly, along the arc of said non -tangent curve to the right and along the east
line of said Maguire tract, a distance of 94.99 feet to a point for corner;
THENCE North 00°26'53" West, continuing along said east line, a distance of 977.90 feet to a
point for corner,
THENCI North 00141'24" West, continuing along said east line, a distance of 394.37 feet to a
point for comer;
THENCE North 0043'06" West, continuing along said east line, a distance of 289.94 feet to a
point for corner, said point being to the common line of the east line of said Maguire tract and the
west line of said PMR tract, said point also being the point of curvature of a curve to the right,
having a delta of 43°29'49", a radius of 1,050.00 feet a tangent length of 418.88 feet and a chord
bearing and distance of North 22°25'25" East, 778.12 feet;
THENCE northeasterly, along said common line and along the are of said curve to the right, a
distance of 797.12 feet to a point for corner;
TITFNCE North 44"09'32" East, continuing along said common line, a distance of 109,52 feet to
a point for comer, said point being the point of curvature of a curve to the left, having a delta of
15°56'57", a radius of 1,050.00 feet, a tangent length of 147.09 feet and a chord bearing and
distance of North 36'12'08" Fast, 291.34 feet;
THENCE northeasterly, continuing along said common line and along the are of said curve to the
left, a distance of 292.28 feet to a point for corner;
THENCE North 28°12'50" East, eoptinumg along said common line, a distance of 595.41 feet to
a point for corner, said point being the point of curvature of a curve to the left, having a delta of
09044'52", a radius of 1,050.00 feet, a tangent length of 89.53 feet and a chord bearing and
distance of North 23°20'24" East, 178.42 feet;
THENCIs northeasterly, continuing along said common line and along the arc of said curve to the
left, a distance of 178.64 feet to a point for comer;
THENCE North 18129101" East, continuing along said common line, a distance of 335.03 feet to
the POINT OF BEGINNING and CONTAINING 592,027 square feet or 13.591 acres of land,
more or less.
CHARLES F. STARK
'A 5084 _..'�
I':550UT'i-LAKE I-'M19.18_10-24-051LEGALS\COWestlake Ri9ht-0f-Nay 03-09-06.n<,c
RIGHT-OF-WAY PARCEL NO. 70 -ROW -2
PRECINCT LINE ROAD, DOVE ROAD
& Y RKNN'OOD BOULEVARD
MAGUIRE PARTNERS-SOLAPIA LIi UTED PARTNERSHIP
BEING 0.560 acres of land, situated in the William Pea Survey, Abstract No. 1045, Denton
County, Texas, the William Pea Survey, Abstract No. 1246, the W. Medlin Survey, Abstract No.
1958 and the C.M. Throop Survey,Abstract No. 1510, Tarrant County, Texas and being out of
tract of land, conveyed by deed to Maguire Partners -Solana Limited Partnership, as recorded in
Volume 13290, Page 09, Deed Records, Tarrant County, Texas. Said 0.560 acres being more
particularly described by metes and bounds as follows;
BEGINNING at the southeasterly end of a curve to the right forming the intersection of the north
right-of-way line of Dove Road (a variable width R.O.W.) and the east right-of-way line of
Precinct line Road (a variable width R-O.W.), said point being the southwest corner of said
Maguire tract, said curve to the right having a delta of 45°28'17", a radius of 154.38 feet, a
tangent length of 64.69 feet and a chord bearing and distance of North 6727'50" West, 119.33
feet;
THENCE northwesterly, along the arc of said curve to right, a distance of 122.52 feet to a 1/2
Inch iron rod set for corner;
THENCE South 80°43'21" East, leaving the north right-of-way line of said Dove Road, a
distance of 35.87 feet to a 112 inch iron rod set for corner, said point being the point of curvature
of a curve to the left, having a delta of 09°14'58", a radius of 1,047.14 feet, a tangent length of
84.71 feet and a chord bearing and distance of South 85°20'50" East, 168.86 feet;
THENCE southeasterly, along the are of said curve to the lett, a distance of 169.04 feet to a 1/2
inch iron rod set for corner;
THENCE South 89°58'19" East, a distance of 790.76 feet to a 112 inch iron rod set for corner;
THENCE South 00°01'41" West, a distance of 22.77 feet to a 112 inch iron rod set for corner,
said point being in the north right -of, --way line of said Dove Road;
THENCE South 89°47'56" West, along said north right-of-way line, a distance of 884.24 feet to
the POINT OF BEGINNING and CONTAINING 24,383 square feet or 0.560 acres of land, more
orless.
o.�
1RL,ES F.�STARK
6084.
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PARCEL NO. 70 -ROW -1 6 2
EXHIBIT "B" S rt
•H
RIGHT—OF—WAY p QTNr4
��rA$�e Wray 114
OUT OF THE
WILLIAM PEA SURVEY, ABST , NO. 1045 Na, �70 NNIArG
OENTON COUNTY, TEXAS
WILLIAM PEA SURVEY, ABST NO. 1246
W. MEDLIN SURVEY, ABST. NO. 1958
C.M. THROOP SURVEY, ABST. NO. 1510
QA"E
LL a = a N 28'12'50" E s
594.91'
CAPITAL
C'rIARLES MEpLIN SURVEY
ABSTRACT NO 1084;I PARKWAY �O
%C 'I COUNTY LINE
MARKER CFl ^
WM. PEA SURVEY I
.RFUCn. CENTCN RrM' LIME +nm� ABSTRACT Np. 7246
ACFNCX TAIRANT COJNTT LINE v
- m 1 SET 1/2' I.R. ~
L-4 S 55"44'53" E
X -1J•( �`F^Ce o rr 1/2" 190.40'
— _ — I.R. SURVEY L:R[
�E� SET 1/2"
N SQVZp
Yi MEd T O 1
BURVEY ONE
ti
- - C-15 '
} N 44'09'32" E
Lia o 109,52° h ofju)
w n
Cf a `''r FuO.'_/B' I.F. SET 112' T_P.P��Q•o
z rE Wo L'
S L -,T a z IT7 ~ SET 1/2'° T.R.
z¢ w¢L-7
CJ? �' �� d SET 1/2' I.R.
I m a C-10
LL > 1 C- 14
SET 1/2- 1. R.
m�
4
;;2. S 35'31'32" W MAGUIRE PARTNERS - SCLANA
I.R. 138.73' LIMITED 'PARTNERSHIP
/ VOL.13290, PG.09
T --
PROP. PRECINCT o.R.T.C.T
ti LINE RCA oT r-.xq
�• ,.�#
PARCEL NO, 70 -ROW -1 CHAFiLE:; F. $TARic
' 590 FP% -ft �'2, 027 SO.FT./13.591 AC. .•..
5084 vrQ,
Graham Associates.inc. O100 200 400
CLINSLLT�J6 ENf q� 6 PLANNERS 7/��° 7
600 SIX FLAGS DRIV€, SUITE 500 SCALE: 1 "=200'
ARLINGTON• TEXAS 76011 (817) 640-8535
PROJECT NO.:998-1014 SHEET 1 OF 4 DATE: MARCH, 2006
O.PROJECTS.SQUTHLAKE.FM1936.PARCELE.P70ROW1A
TARRANT COUNTY, TEXAS ° NI4F F€MCE
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PARCEL 70—ROW-1 FPO. TxD079RA35CAP
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SO . FT. OR 13 = 591 AC. FNO. 5/B• 1.R
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PARCEL 70—ROW-2 N 18.29.01' €
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LL a = a N 28'12'50" E s
594.91'
CAPITAL
C'rIARLES MEpLIN SURVEY
ABSTRACT NO 1084;I PARKWAY �O
%C 'I COUNTY LINE
MARKER CFl ^
WM. PEA SURVEY I
.RFUCn. CENTCN RrM' LIME +nm� ABSTRACT Np. 7246
ACFNCX TAIRANT COJNTT LINE v
- m 1 SET 1/2' I.R. ~
L-4 S 55"44'53" E
X -1J•( �`F^Ce o rr 1/2" 190.40'
— _ — I.R. SURVEY L:R[
�E� SET 1/2"
N SQVZp
Yi MEd T O 1
BURVEY ONE
ti
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Lia o 109,52° h ofju)
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4
;;2. S 35'31'32" W MAGUIRE PARTNERS - SCLANA
I.R. 138.73' LIMITED 'PARTNERSHIP
/ VOL.13290, PG.09
T --
PROP. PRECINCT o.R.T.C.T
ti LINE RCA oT r-.xq
�• ,.�#
PARCEL NO, 70 -ROW -1 CHAFiLE:; F. $TARic
' 590 FP% -ft �'2, 027 SO.FT./13.591 AC. .•..
5084 vrQ,
Graham Associates.inc. O100 200 400
CLINSLLT�J6 ENf q� 6 PLANNERS 7/��° 7
600 SIX FLAGS DRIV€, SUITE 500 SCALE: 1 "=200'
ARLINGTON• TEXAS 76011 (817) 640-8535
PROJECT NO.:998-1014 SHEET 1 OF 4 DATE: MARCH, 2006
O.PROJECTS.SQUTHLAKE.FM1936.PARCELE.P70ROW1A
S
4i.
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W'.N t V� Kql
MAGUIRE PARTNERS - SOLANA
LIMITED PARTNERSHIP
VOL . 13290. PG . 09
i/2' 1. Ft J4 a
D.R.T.C.T,
PARCEL NO- 70 -RDW -1
592,027 SQ. FT. /13.591 AC.
Off`
SET 1/2'
P
N 52°25'39" W
230.44'
MAGUIRE PARTNERS - SOLANA SET 1/2' I.A.
LIMITED PARTNERSHIP
VCL.13290, PG.09 C-6
D.R.T.C.T.
PARCEL NO. 70 -ROW -1 5 2
EXHIBIT "B"
RIGHT-OF-WAY
OUT OF THE
WILLIAM PEA SURVEY, ABST NO. 1045
DENTON COUNTY, TEXAS
WILLIAM PEA SURVEY, ABST: NO. 1246
W. MEDLIN SURVEY, ABST NO. 1956
C.M. THROOP SURVEY, ABST. NO. 1510
TARRANT COUNTY, TEXAS
PARCEL 70 -ROW -1
592,027 SO. FT, OR 13.591 AC.
PARCEL 70 -ROW -2
24,363 SO. FT. OR 0.560 AC.
Graham Associates.Inc.
CON&UM eJGBNEEPS 6 PLAN
600 SIX FLAGS DRIVE, SUITE 500
ARLINSTDN, TEXAS 76011 (817) 640-8535
PROJECT NO.:998-1014 SHEET 2 OF
0
0
Fno. s/e- 7.R
wlCAP INJ'TT 20_ARsj
S 00'32'53" E
238.54'
GHARLES F STARK
5084..:
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0 100 200 400
SCALE:1"=200'
DATE: MARCH, 2006
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289.94'
—SET t/2° I.R
S 00'24'59"
PARCEL NO. 70 -ROW -1 & 2
EXHIBIT "B"
RIGHT-OF-WAY
OUT OF THE
WILLIAM PEA SURVEY, ASST_ NO, 1045
OENTON COUNTY, TEXAS
WILLIAM PEA SURVEY, ASST. NO. 1246
W_ MEOLIN SURVEY, ABST. NO. 1958
C.M. THROOP SURVEY, ABST, NO. 1510
TARRANT COUNTY, TEXAS
PARCEL 70 -ROW -1
592,027 SO. FT. OR 13.591 AC,
PARCEL 70 -ROW -2
24,383 SO. FT: OR 0.560 AC:
MAGUIRE PARTNERS - SOLANA
LIMITED PARTNERSHIP
VOL.13290, PG.09
O.R.T.C.T
F��fd
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592,027 SO.FT./13.591 AC.
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PROPOSED
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-
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NANM�E
PARCEL NO. 70 -ROW -1 & 2
EXHIBIT "B"
RIGHT-OF-WAY
OUT OF THE
WILLIAM PEA SURVEY, ASST_ NO, 1045
OENTON COUNTY, TEXAS
WILLIAM PEA SURVEY, ASST. NO. 1246
W_ MEOLIN SURVEY, ABST. NO. 1958
C.M. THROOP SURVEY, ABST, NO. 1510
TARRANT COUNTY, TEXAS
PARCEL 70 -ROW -1
592,027 SO. FT. OR 13.591 AC,
PARCEL 70 -ROW -2
24,383 SO. FT: OR 0.560 AC:
MAGUIRE PARTNERS - SOLANA
LIMITED PARTNERSHIP
VOL.13290, PG.09
O.R.T.C.T
//71 -
EXISTING v -
VARIABLE T r
WIDTH R.O.W. cru
O
SET O
I.R.
4B-------------
\ T' Moce NAIL
FENCE S 89-47'96" W
POINT OF BEGINNING 884.24'
111 j' PARCEL NO. 70 -ROW -2 POLYGON ENTERPRISES. INC.
fl 1 VOL.9339, PG.1071 [nn
Graham Associ8tes.Inc. D . R . T . C . T 0 100 200 400
C GULTM 8VGJEEFS & PLASS
600 SIX FLAGS DRIVE. SUITE 500 SCALE. 1 "=200'
ARLINGTON, TEXAS 76011 (8177 640-8535
PROJECT NO.:998-1014 SHEET 3 OF 4 DATE: MARCH, 2006
C. PROJECTS. SOUTHLAKE.FM1938.PARCELS. P70POWIC
PARCEL NO. 70 -ROW -i
Q
L
592,027 SO.FT./13.591 AC.
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STYPE UN(,JJMH�
TOP
- 657.�a
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//71 -
EXISTING v -
VARIABLE T r
WIDTH R.O.W. cru
O
SET O
I.R.
4B-------------
\ T' Moce NAIL
FENCE S 89-47'96" W
POINT OF BEGINNING 884.24'
111 j' PARCEL NO. 70 -ROW -2 POLYGON ENTERPRISES. INC.
fl 1 VOL.9339, PG.1071 [nn
Graham Associ8tes.Inc. D . R . T . C . T 0 100 200 400
C GULTM 8VGJEEFS & PLASS
600 SIX FLAGS DRIVE. SUITE 500 SCALE. 1 "=200'
ARLINGTON, TEXAS 76011 (8177 640-8535
PROJECT NO.:998-1014 SHEET 3 OF 4 DATE: MARCH, 2006
C. PROJECTS. SOUTHLAKE.FM1938.PARCELS. P70POWIC
METES R ROHNns
NO.
DELTA
RADIUS
TANGENT
LENGTH
CHORD BEARING
DISTANCE
L-1
WILIAM PEA SURVEY. ABST NO.
1045
❑ENTON COUNTY, TEXAS
S
71.36'24"
E 60.00'
L-2
C.M. THRCOP SURVEY, ABST: NO.
1510
N
18023'35"
E 30.00
L-3
N
59933'33"
E 17.82'
C-1
16`09'57"
1432.5.0`
203.44'
404.iS'
S
26°28'54"
W 402.84'
L-4
I
IS
09°29'56"
E 21.47'
C-2
45°43'19"
708.00'
298.50`
564.98'
IS
32°53'14"
E 550.11'
C-3
24°06'47"
812.00'
173.43'
341.73'
1 S
22°04'58"
E 339.22'
C-4
16°54'48"
612.00'
101.94'
202.02'
S
43°35'45"
E 201-11'-
C-5
09'12'56"
142B4O0'
115.09'
229.68'
S
48°26'41"
E 229.43'
C-6
19'16'38"
400.00"
67.93'
134.58'
N
42'47'20"
W 133.95'
C-,7
44'46'10"
932.50'
384.06'
728.63'
N
30'02'34"
W 710.24'
C-8
46949'00"
735.60'
318.45'
601.06'
N
31°03'58"
W 584.48'
L-5
N
54°28'28"
W 123.21'
L-6
5
80'31'32"
W 21.21'
C-9
C6°53'00"
255.50'
15.37'
30.70'
S
3B'58'02"
W 30.56'
L-7
S
42'24'32"
W 59.53'
C-10
06'53'00".
419.50`
25.23'
50.40'
S
38'58'02"
W 50.37'
C-11
35456'31"
1267.50'
411.13'
795.11'
S
17'33'16"
W 782.14'
C-12
08-26'23",'17B2.50'
131.52'
262.56'
S
03'48'12"
W 262.33-
C-13
35'15'15"1
154.38'
49.05'
94.99'
N
18'04'35°
W 93.50'
C-14
43'29'49"
1050.00'
418.88'
797 12'
N
22'25'25"
E 77B.12'
C-15
15'56'57"
1050.00'
147.09'
292.26'
N
36'12'OS"
E 291.34'
C-16
09'44'52"
1050.00'
89.53'
175.54'
IN
23020'24"
E 178.42'
C-17
45'28'17"
154.38'
64.69'
122.52'
IN
67'27'50"
W 119.33 '
L-8
IS
80°43'21"
E 35.87'
C-18
09'14'58",1047-14'
84.71'
169.04'
IS
85°20'50"
E 158.86'
PARCEL NO. 70 -ROW -1 9 2
EXHIBIT "B"
RIGHT-OF-WAY
OUT OF THE
WILIAM PEA SURVEY. ABST NO.
1045
❑ENTON COUNTY, TEXAS
WILIAM PEA SURVEY, ABST_ NO.
1246
W. MEDLIN SURVEY, ABST_ NO.
1958
C.M. THRCOP SURVEY, ABST: NO.
1510
TARRANT COUNTY, TEXAS
PARCEL NO. 70 -ROW -4-
592,027
0 -ROW -1592.027 SO. FT. OR 13.591 AC.
PARCEL NO. 70 -ROW -2
24,363 SO. FT. OR 0.560 AC.
Graham Assvciates,inc.
anM&PLANNEM
6C0 SIX FLAGS DRIVE, SUITE 500
ARLINGTON, TEXAS 76011 (817) 640-6535
PROJECT NO.:998-1014 SHEET 4
CHARLES F. STARK
j A...5OB4
OF 4 DATE: MARCH, 2006 �
D.PROJECTS.SOUTHLAKE.FM1938.PARCELS.P5RGWID