Item 4KCITY OF
SOUTHLAKE
MEMORANDUM
(August 2, 2011)
To: Shana Yelverton, City Manager
From: Robert H. Price, P.E., Director of Public Works
Subject: Approve the purchase of right of way and easements for
Woodland Heights Connector from the property at 205
Westwood Drive
Action
Requested: Approve the purchase of right of way and easements for Woodland
Heights Connector from the property at 205 Westwood Drive
Background
Information: The City is currently acquiring right of way necessary for the
construction of the Woodland Heights connector project. The
property located at 205 Westwood Drive is owned by Jonathan
Minder. The property appraisals valued the right of way and slope
easement for the property. The offer to the property owner was
made for the right of way and easement based upon said
appraisals.
The right of way and easement areas are necessary to
accommodate additional travel lanes and a pedestrian sidewalk
that are included in the connector project.
Proposed Settlement (based on appraisal)
Right of way (7,304sf @ $5.25/sf) $38,350.00
Slope esmt. (1,059@ $5.25/sf) 4,300.00
Improvements* 2000.00
Cost to cure ** 56,000.00
Net Value $100,650.00
*value of improvement, less depreciation
* *reduction in value of the whole versus remainder, zoning change,
septic to sewer, loss of trees
Financial
Considerations: Funding for the right of way and easement purchase is available in
the FY 2011 capital improvement program budget.
Strategic Link: The Woodland Heights Connector project links to the city's strategy
map relative to the focus areas of Mobility, Infrastructure, and
Performance Management and Service Delivery. The specific
corporate objectives that are met by this construction project
include: Providing travel convenience within city and region;
Providing high quality customer service; and Investing to provide
and maintain high quality public assets.
Citizen Input/
Board Review: N/A
Legal Review: The standard right of way and easement documents have been
reviewed by the City Attorney's office.
Alternatives: The City Council may approve or deny this purchase.
Supporting
Documents: Location Map
Right of way and easement documents
Staff
Recommendation: Approve the purchase of right of way and easements for the
Woodland Heights Connector from the property at 205 Westwood
Drive
Staff
Contact: Robert H. Price, P.E., Public Works Director
Gordon J. Mayer, Jr., P.E., City Engineer
Steven D. Anderson, P.E., Civil Engineer
EXHIBIT A
RIGHT -OF -WAY
ROW -2
BEING a 7,304 square foot tract of land in the John A. Freeman Survey, Abstract No. 529, in the
City of Southlake, Tarrant County, Texas and being a part of that tract of land described in
Warranty Deed with Vendor's Lien to Jonathan E. Minder, as recorded in Document No.
D210061648 in the Official Records of Tarrant County, Texas, and being a part of Lot 24, Block 1
of Woodland Heights, an addition to the City of Southlake, as recorded in Volume 388 -155, Page
13 in the Plat Records of Tarrant County, Texas (P.R.T.C.T) and being more particularly described
as follows:
BEGINNING at a 1/2 -inch found iron rod for the common northeast corner of said Lot 24 and the
southeast corner of Lot 25R -2 of Lots 25R -1 & 25R -2, Block 1, Woodland Heights, an Addition to
the City of Southlake, as recorded in Cabinet A, Slide 1681 P.R.T.C.T., being on the west line of
Lot 1 of Lots 1 thru 4, Block 1, Gumm Scifres Addition, an addition to the City of Southlake, as
recorded in Cabinet A, Slide 7423 P.R.T.C.T.,
THENCE South 01 degree 26 minutes 51 seconds East, along the east line of said Lot 24, passing
the common southwest corner of said Lot 1 and the northwest corner of Lot 1, Block 1 of Gateway
Church Addition, an addition to the City of Southlake, as recorded in Cabinet A, Slide 7575
P.R.T.C.T., at a distance of 14.68 feet, from which a 5/8 -inch found iron rod bears North 55
degrees 11 minutes 05 seconds East, a distance of 1.78 feet, and continuing for a total distance of
49.63 feet to a point for corner on the new south right -of -way line of a proposed connector road
(variable width right -of -way);
THENCE North 74 degrees 54 minutes 07 seconds West, departing said east line and along said
new south right -of -way line, a distance of 18.16 feet to a point for corner for the point of curvature
of a circular curve to the left, having a radius of 219.00 feet, whose chord bears North 82 degrees
45 minutes 59 seconds West, a distance of 59.93 feet;
THENCE Northwesterly, along said new south right -of -way line and along said circular curve to
the left, through a central angle of 15 degrees 43 minutes 44 seconds, an arc length of 60.12 feet to
a point for corner;
THENCE South 89 degrees 22 minutes 09 seconds West, along said new south right -of -way line, a
distance of 100.32 feet to a point for corner being the north end of a corner clip between said new
south right -of -way line and the east right -of -way line of Westwood Drive (60 foot right -of -way);
THENCE South 44 degrees 22 minutes 08 seconds West, departing said south right -of -way and
along said corner clip, a distance of 16.90 feet to a 1/2-inch set iron rod with yellow plastic cap
stamped "HALFF ASSOC INC." (hereinafter referred to as "with cap ") for the south end of said
corner clip, being on the common line between said east right -of -way line and the west line of said
Lot 24;
Page 1 of 4
THENCE North 00 degrees 37 minutes 51 seconds West, departing said corner clip, along said
common line and across said proposed connector road, a distance of 48.45 feet to a point for the
common northwest corner of said Lot 24 and the southwest corner of said Lot 25R -2;
THENCE North 89 degrees 22 minutes 09 seconds East, departing said east right -of -way line and
along the common line between the north line of said Lot 24 and the south line of said Lot 25R -2,
passing at a distance of 12.00 feet a 1/2 -inch set iron rod with cap for the south end of a corner clip
between said east right -of -way line and the new north right -of -way line of said proposed connector
road, and continuing for a total distance of 188.41 feet to the POINT OF BEGINNING AND
CONTAINING 7,304 square feet or 0.1677 acres of land, more or less.
A plat accompanies this legal description.
Basis of Bearing is the Texas Coordinate System NAD 83, North Central Zone (4202), observed by
GPS using Western Data Systems Dallas /Fort Worth area RTK Cooperative Network on Julian
Date 229, 2009.
Page 2 of 4
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O UNABLE
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± L OT 25R -2, BL OCK I
1Y002 AND HE /CHTS
C.4B. A, 5Z. 1681
P, R, T. C. T,
L ,4NORUM 110L 01NC5 L L C,
1 0209J01656 1
O. R. T, C. T,
5' SLOPE
EASEMENT
N89'22'0.9 "E 118 8.41 NEW ROW
EXISTING PROPERTY LINE
7,304 S.F. PROPOSED
0, 1667 ACRES CONNECTOR ROAD
. 111?149L E iY10TH 91c7111'-0E-,W4 r1
F ' SLOPE S89 °22'09 "W 100.32'
UNABLE
112" SIR TO SET 5' SLOPE
W/ HALFF EASEMENT
CAP
K 4 °22'08 "W
16.90' ' CURVE DATA
A =15 °43'44" LT
R= 219.00'
IT= 30 °25'
LOT 29, BLOCK I L= 60 .12'
#YOODL aNO IIElcvrs _ _ L = 6 0.1 ° 4 5' 5 9" W
vOL. -W -155 PC 1.3 59 °93'
P, R, T.C. T.
.lONd TI-14N Z. 01114OZ
021006'1649 r
0P.R7..C..T.
0 15 30 NOTE:SURVEYOR WAS UNABLE TO SET
MONUMENTATION FOR THE RIGHT OF WAY 1
DUE TO THE RIGHT OF ENTRY V
SCALE: 1"=30' BEING DENIED BY LAND OWNER. P
A LEGAL DESCRIPTION ACCOMPANIES THIS PLAT.
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POINT OF LOT i
BEGINNING BLOCK 1
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tv
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N74 °54'07 "W I I
18 °16'
l 1 "
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I �y
5' UTILITY EASEMENT
OL. 388, PG. 155
.R.T.C.T.
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EX HIBIT
PROPOSED RIGHT -OF -WAY TAKING
0
112* FIR BEARS
�
I N78`49'36'E
0�
)
0,,
,
112 SIR W/ SET IRON ROD WITH YELLOW
PLASTIC CAP STAMPED 'HALFF
' r 7 ACRE
�
0.
HALFF CAP
ASSOC INC'
FIRS R
`
U)
UNLESSNOTED OTHERWISE)
PFC�
W
POINT FOR CORNER
1/2' SIR W/
HALFF CAP
ABSTRACT No. 529
F NAD A 83
10'SLOPE
PFC
OBSERVED BY CPS (RTK) USING WESTERN DATA
EASEMENT
229.2009. COOPERATIVE
NETWORK ON DATE WORTH AREA
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± L OT 25R -2, BL OCK I
1Y002 AND HE /CHTS
C.4B. A, 5Z. 1681
P, R, T. C. T,
L ,4NORUM 110L 01NC5 L L C,
1 0209J01656 1
O. R. T, C. T,
5' SLOPE
EASEMENT
N89'22'0.9 "E 118 8.41 NEW ROW
EXISTING PROPERTY LINE
7,304 S.F. PROPOSED
0, 1667 ACRES CONNECTOR ROAD
. 111?149L E iY10TH 91c7111'-0E-,W4 r1
F ' SLOPE S89 °22'09 "W 100.32'
UNABLE
112" SIR TO SET 5' SLOPE
W/ HALFF EASEMENT
CAP
K 4 °22'08 "W
16.90' ' CURVE DATA
A =15 °43'44" LT
R= 219.00'
IT= 30 °25'
LOT 29, BLOCK I L= 60 .12'
#YOODL aNO IIElcvrs _ _ L = 6 0.1 ° 4 5' 5 9" W
vOL. -W -155 PC 1.3 59 °93'
P, R, T.C. T.
.lONd TI-14N Z. 01114OZ
021006'1649 r
0P.R7..C..T.
0 15 30 NOTE:SURVEYOR WAS UNABLE TO SET
MONUMENTATION FOR THE RIGHT OF WAY 1
DUE TO THE RIGHT OF ENTRY V
SCALE: 1"=30' BEING DENIED BY LAND OWNER. P
A LEGAL DESCRIPTION ACCOMPANIES THIS PLAT.
L
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VICINITY MAP
1
I
POINT OF LOT i
BEGINNING BLOCK 1
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1 ,1/2` FIR
} I
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UNABLE 1
TT O SS f
r•�1 .
ol
6/8' FIR
L, BEARS
N551l'05'E
L C) 1.78'
tv
O UNABLE
` -TO SET
N74 °54'07 "W I I
18 °16'
l 1 "
I
I �y
5' UTILITY EASEMENT
OL. 388, PG. 155
.R.T.C.T.
■
LEGEND
■
HALFF
EX HIBIT
PROPOSED RIGHT -OF -WAY TAKING
RIGHT-
= _ __ NEW EASEMENT LINE
NEW RIGHT -OF -WAY LINE
�
4000 FOSSIL CREEK BLVD
— - - — EXISTING PROPERTY LINE
(ROW-2)
— — — — — EXISTING EASEMENT LINE
112 SIR W/ SET IRON ROD WITH YELLOW
PLASTIC CAP STAMPED 'HALFF
' r 7 ACRE
�
0.
HALFF CAP
ASSOC INC'
FIRS R
OUT OF THE
UNLESSNOTED OTHERWISE)
PFC�
POINT FOR CORNER
JOHN A.FREEMAN SURVEY
ABSTRACT No. 529
F NAD A 83
SYSTEM NORTH ZONE (4202). AS
OBSERVED BY CPS (RTK) USING WESTERN DATA
V
TARRANT COUNTY T
229.2009. COOPERATIVE
NETWORK ON DATE WORTH AREA
■
N
■ p y ■■
HALFF
■ ■
REGISTRATION NO.: 312
4000 FOSSIL CREEK BLVD
FORT WORTH, TEXAS 76137 -2797
TEL (817) 847 -1422
FAX (817) 232 -9784
WOODLAND HEIGHTS CONNECTOR RD
FILE: 27043- ROW2A.dgn I AVO: 27043
DATE: 03/26/2010 1 PAGE 3 of 4
o.....„........ :..'..:1 i..
)UGLAS A. Ci4LI , ;�!
I.Douplae a, Ccuwun, RQpl7 reran P1005810-11-and
Surveyor.4 hereby Cbr!) }y that this parcel was
prepared irem n 5idwey mane on the ground
under my syyervlplQ^ MG alreation.
,
A
2582, BL OCK 1 kp
7L t1N0 HEIGHTS
B. 4, SL. 1691 I l
P.R. r C. r
M h'OL,01WS LL I
7 209J016..36
O.R. T, C. T.
I
I '
POINT OF
BEGINNING
s
i
7,344 S.F. I
0.1677 ACRES 1 a
cz
O LOT 29, I BLOCK! I
Q Z NO= A HEIGHTS I
YOL. Mg 155 PC. !.3 I
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JON/lTHd F. MINDER I
(A 02/0 61648 l
W O. P r. C. r.
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4
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cam v I It
JOB 5� I I
15' UTILITY EASEMENT
VOL. 388, PG. 155
P.R.T.C.T.
I
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I
PARENT TRACT
A LEGAL DESCRIPTION ACCOMPANIES THIS PLAT.
LOT /, BL / vlum mnr
(MS SCIFRES ,4,001710N
R 7923 C .
, 957,
,0. R. 7. C. T,
PROPOSED
CONNECTOR ROAD
iW 1/1BL E lY10Tf/ R1611T -OF -OW YJ
L OT 4 BL OCK 1
6'47Eff4Y CHURCH A00 /T /0N
C49-4, SL. 7575
P.R. T.C. T.
64TZ CHURCH
0201066952
O. R. r C. T.
N
0 25 50
SCALE: 1"=50'
r
a r k,`• &
S
a�
. E . s z4
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0
V
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f
I. A. A. Cohov4 RegletereG ProfeeelonA Loral
S,rveyor. CO hereby csrtlfy - ,hot ihle parcel -- prepore0 from a survey mace on the Rountl
.,d.r my euperWslon and Clrectlon
LEGEND
I A 0
A
E XHIBIT
PROPOSED RIGHT -OF -WAY TAKING
— NEW EASEMENT LINE
RIGHT
_ _ _
NEW RIGHT -OF -WAY LINE
EXISTING PROPERTY LINE
RO
— — — EXISTING EASEMENT LINE
0.1677 ACRES
1/2 SIR W/ SET IRON ROD WITH YELLOW
HALFF CAP ASSOC CINCAP STAMPED 'HALFF
FIR-- FOUND IRON ROD
OUT OF THE
PFC� (UNLESS NOTED OTHERWISE)
POINT FOR CORNER
JOHN A.FREEMAN SURVEY
ABSTRACT No. 529
F BE A R ING NORTH COOR
CENTRAL ZONE(4202),AS
OBSERVED BY GPS (RTK)USING WESTERN DATA
TARRANT COUNTY, TEXAS
229,2009. COOPERATIVE
NETWORK ONLJULIANODATE WORTH AREA
■ ■
WOODLAND HEIGHTS CONNECTOR RD
0110
F ILE: 27043- ROW2B.dgn
AVO: 27043
REHA
TI. 3-
40DO FOSSIL CREEK BLVD
FORT WORTH, TEXAS 78197 -2787
TEL(817)2-1422
(8 232 -9724
FAX 7)
DATE: 03/26/2010
PAGE 4 of 4
N
0 25 50
SCALE: 1"=50'
r
a r k,`• &
S
a�
. E . s z4
_ U r ,
0
V
:b
f
I. A. A. Cohov4 RegletereG ProfeeelonA Loral
S,rveyor. CO hereby csrtlfy - ,hot ihle parcel -- prepore0 from a survey mace on the Rountl
.,d.r my euperWslon and Clrectlon
EXHIBIT A
SLOPE EASEMENT
SLOPE -2
BEING a 1,059 square foot tract of land in the John A. Freeman Survey, Abstract No. 529, in the
City of Southlake, Tarrant County, Texas and being a part of that tract of land described in
Warranty Deed with Vendor's Lien to Jonathan E. Minder, as recorded in Document No.
D210061648 in the Official Records of Tarrant County, Texas, and being a part of Lot 24, Block 1
of Woodland Heights, an addition to the City of Southlake, as recorded in Volume 388 -155, Page
13 in the Plat Records of Tarrant County, Texas (P.R.T.C.T.) and being more particularly described
as follows:
COMMENCING at a 1/2 -inch found iron rod for the common northeast corner of said Lot 24 and
the southeast corner of Lot 25R -2 of Lots 25R -1 & 25R -2, Block 1, Woodland Heights, an
Addition to the City of Southlake, as recorded in Cabinet A, Slide 1681 in the Plat Records of
Tarrant County, Texas (P.R.T.C.T), being on the west line of Lot 1 of Lots 1 thru 4, Block 1,
Gumm Scifres Addition, an addition to the City of Southlake, as recorded in Cabinet A, Slide 7423
P.R.T.C.T.,
THENCE South 01 degree 26 minutes 51 seconds East, along the east line of said Lot 24, passing
the common southwest corner of said Lot 1 and the northwest corner of Lot 1, Block 1 of Gateway
Church Addition, an addition to the City of Southlake, as recorded in Cabinet A, Slide 7575
P.R.T.C.T., at a distance of 14.68 feet, from which a 5/8 -inch found iron rod bears North 55
degrees 11 minutes 05 seconds East, a distance of 1.78 feet, and continuing for a total distance of
49.63 feet to a point for corner on the new south right -of -way line of a proposed connector road
(variable width right -of -way);
THENCE North 74 degrees 54 minutes 07 seconds West, departing said east line and along said
new south right -of -way line, a distance of 18.16 feet to the POINT OF BEGINNING;
THENCE South 15 degrees 05 minutes 53 seconds West, departing said new south right -of -way
line, a distance of 5.00 feet to the point of curvature of a circular curve to the left, having a radius
of 214.00 feet, whose chord bears North 82 degrees 45 minutes 59 seconds West, a distance of
5 8.5 6 feet;
THENCE Northwesterly, along said circular curve to the left, through a central angle of 15 degrees
43 minutes 44 seconds, an arc length of 58.74 feet to a point for corner;
THENCE South 89 degrees 22 minutes 09 seconds West, a distance of 58.25 feet to a point for
corner;
THENCE South 00 degrees 37 minutes 51 seconds East, a distance of 5.00 feet to a point for
corner;
Page 1 of 4
THENCE South 89 degrees 22 minutes 09 seconds West, a distance of 52.07 feet to a point for
corner on a corner clip between said new south right -of -way line and the east right -of -way line of
Westwood Drive (60 foot right -of -way);
THENCE North 44 degrees 22 minutes 09 seconds East, along said corner clip, a distance of 14.14
feet to point for the north end of said corner clip;
THENCE North 89 degrees 22 minutes 09 seconds East, departing said corner clip and along said
new south right -of -way line, a distance of 100.32 feet for the point of curvature of a circular curve
to the right, having a radius of 219.00 feet, whose chord bears South 82 degrees 45 minutes 59
seconds East, a distance of 59.93 feet;
THENCE Northeasterly, along said circular curve to the right, through a central angle of 15 degrees
43 minutes 45 seconds, an arc length of 60.12 feet to the POINT OF BEGINNING AND
CONTAINING 1,059 square feet or 0.0243 acres of land, more or less.
A plat accompanies this legal description.
Basis of Bearing is the Texas Coordinate System NAD 83, North Central Zone (4202), observed by
GPS using Western Data Systems Dallas /Fort Worth area RTK Cooperative Network on Julian
Date 229, 2009.
Page 2 of 4
4
l
I �
1 �
it '1
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0
0
0
F`
W
LOT 251?-2, BLOCK /
if M2,4NO HEIGHTS
I _ C,4B. 4, SL. 1681
P.R. T. C. T.
1 l I Z,4N,09Z1Y HOLDINGS L L C,
0209J01636
i /2' FIR BEARS O.R. TC T
N78'49'
0.12`
v
i M P,N 5 5 29 .
1 0
w
I \
l 10' SLOPE z
1 /2'SIR l EASEMENT
W /HALFF I S89 °22'09 "W
CAP I 52.07'
N L OT 29, BL OCK /
WOODL,4NO HE /GHTS
Von .788 -155, PG. 13 P. 9 r C, T,
✓ON•4 IrI14N E. MINDER
0210061698
O.P,R. r C. T. -
0 15 30
SCALE: 1"=30'
A LEGAL DESCRIPTION ACCOM
T LE ET UNABLE
TO SET
S89'22'09 "W
5$.25' 5' SLOPE
21 EASEMENT
BEARING TABLE
NO.
BEARING
DISTANCE
-- - --
10' SLOPE
EASEMENT
— -
-- - NEW ROW --
'
S00'37'51 "E
1.059 S.F.
I
N44'22'09 "E
0.0243 ACRES
I
UNABLE
2
15'43'45" RT
[ E r TO
SET
60.12'
1 582'45'59 "E
N89'22'09
"E 100.32'
l 10' SLOPE z
1 /2'SIR l EASEMENT
W /HALFF I S89 °22'09 "W
CAP I 52.07'
N L OT 29, BL OCK /
WOODL,4NO HE /GHTS
Von .788 -155, PG. 13 P. 9 r C, T,
✓ON•4 IrI14N E. MINDER
0210061698
O.P,R. r C. T. -
0 15 30
SCALE: 1"=30'
A LEGAL DESCRIPTION ACCOM
T LE ET UNABLE
TO SET
S89'22'09 "W
5$.25' 5' SLOPE
21 EASEMENT
BEARING TABLE
NO.
BEARING
DISTANCE
1
S15'05'53 "W
5.00'
2
S00'37'51 "E
5.00'
3
N44'22'09 "E
14.14'
CURVE TABLE
NO.
DELTA
RADIUS
TANGENTJ
LENGTH
I LONG CHORD
1
15'43'44" LT
214.00'
29.56'
58.74'
I N82 4559 "W
58.56'
2
15'43'45" RT
219.00'
30.25'
60.12'
1 582'45'59 "E
59.93'
THIS PLAT
EXHIBIT 'A'
SLOPE EASEMENT (SE -2)
0.0243 ACRES
OUT OF THE
JOHN A.FREEMAN SURVEY
ABSTRACT No. 529 BASIS OF BEARING IS THE TEXAS COORDINATE
SYSTEM NAD 83. NORTH CENTRAL ZONE (4202), AS
OBSERVED BY GPS (RTK) USING WESTERN DATA
SYSTEMS AREA
TARRANT COUNTY TEXAS NETWORK ON DATE W 2009. COOPERATIVE
�E N HALFF WOODLAND HEIGHTS CONNECTOR RD
a= c:sTTC;rms: l0. FILE: 27043- SE2A.dgn AVID: 27043
4000 FOSSIL CREEK BLVD
FORT WORTH, TEXAS 76137 -2797
TEL (17)-1422
FAX (6817) 232 232 -97&1 DATE: 03/26/2010 PAGE 3 of 4
FAX
I NT OF
I NNING 5 4'
UNABLE
I TO SET
I
� I
I 1
I I
l
I
NOTE:SURVEYOR WAS
UNABLE TO SET
MONUMENTATION
FOR THE RIGHT OF WAY
DUE TO THE RIGHT OF
ENTRY BEING DENIED
BY LAND OWNER.
. ..... .. .. . ........ . ...... .. ......... U ,1.,.
�yD
6Douplas F.CoPloun.FoWstered ProfeselonaiLand
Surveyor. do hereby certify that This parcel was
prepared from a aurvay ade On the ground
under my sucorviolon and directlon.
VICINITY MAP
15' UTILITY EASEMENT-
I
LEGEND
D PROPOSED
SLOPE EASEMENT
— — —
NEW EASEMENT LINE
— — — —
NEW RIGHT -OF -WAY LINE
— — — —
EXISTING PROPERTY LINE
COMMENCING
EXISTING EASEMENT LINE
112 SIR W/
SET IRON ROD WITH YELLOW
HALFF CAP
PLASTIC CAP STAMPED 'HALFF
ASSOC INC'
FIR-
FOUND IRON ROD
(UNLESS NOTED OTHERWISE)
PFC�
POINT FOR CORNER
JOHN A.FREEMAN SURVEY
ABSTRACT No. 529 BASIS OF BEARING IS THE TEXAS COORDINATE
SYSTEM NAD 83. NORTH CENTRAL ZONE (4202), AS
OBSERVED BY GPS (RTK) USING WESTERN DATA
SYSTEMS AREA
TARRANT COUNTY TEXAS NETWORK ON DATE W 2009. COOPERATIVE
�E N HALFF WOODLAND HEIGHTS CONNECTOR RD
a= c:sTTC;rms: l0. FILE: 27043- SE2A.dgn AVID: 27043
4000 FOSSIL CREEK BLVD
FORT WORTH, TEXAS 76137 -2797
TEL (17)-1422
FAX (6817) 232 232 -97&1 DATE: 03/26/2010 PAGE 3 of 4
FAX
I NT OF
I NNING 5 4'
UNABLE
I TO SET
I
� I
I 1
I I
l
I
NOTE:SURVEYOR WAS
UNABLE TO SET
MONUMENTATION
FOR THE RIGHT OF WAY
DUE TO THE RIGHT OF
ENTRY BEING DENIED
BY LAND OWNER.
. ..... .. .. . ........ . ...... .. ......... U ,1.,.
�yD
6Douplas F.CoPloun.FoWstered ProfeselonaiLand
Surveyor. do hereby certify that This parcel was
prepared from a aurvay ade On the ground
under my sucorviolon and directlon.
VICINITY MAP
15' UTILITY EASEMENT-
I
VOL. 386, PG. 155
v
P.R.T.C,T.
4 v
POINT OF
COMMENCING
O�Q�
7 I
��
EXISTING LPR - LI NE -_ --� -- 1/2 FIR
-! PROPOSED
SLOP ,
CONNECTOR ROAD EASEME T tl;� •$''
/V.4RI.4BLE WIDTH R /GHT- OF -WAYJ I a
N
L or 29, 8L OCR' A
W171717 HEIGHTS
" L OT I, BL OCK / VICINITY MAP
L b? 25R -2, BL OCK
} 6ZhW5M SCIFRES ADDITION
CONNECTOR ROAD of I
41000Z,4N0 HEIGHTS
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PARENT TRACT
A LEGAL DESCRIPTION ACCOMPANIES THIS PLAT.
EXHIBIT 'A'
SLOPE EASEMENT (SE -2)
0.0243 ACRES
OUT OF THE
JOHN A.FREEMAN SURVEY
ABSTRACT No. 529
TARRANT COUNTY.TEXAS
00
HALFF
■ ` -'-'
REGISTRATION NO: 312
4000 FOSSIL CREEK BLVD
FORT WORTH, TEXAS 76137 -2797
TEL(817)947 -1422
FAX(917)232 -9764
L OT /, BL OCK !
6',4TEfX4Y 0WIR01 ,40,01710N
C49. 4, A. 7575
P.R. T. C. T,
G,4TZ AAY CNLIRCN
19201066952
P.R, T G T.� r
D PROPOSED RIGHT-OF-WAY TAKING
— — — NEW EASEMENT LINE
NEW RIGHT -OF -WAY LINE
- - -- EXISTING PROPERTY LINE
EXISTING EASEMENT LINE
112 SIR W/ SET IRON ROD WITH YELLOW
HALFF CAP --0 PLASTIC CAP STAMPED 'HALFF
ASSOC INC
FIRS FOUND IRON ROD
(UNLESS NOTED OTHERWISE)
PFC� POINT FOR CORNER
BASIS OF BEARING IS THE TEXAS COORDINATE
SYSTEM NAD 83, NORTH CENTRAL ZONE (4202), AS
OBSERVED BY GPS (RTK) USING WESTERN DATA
SYSTEMS DALLAS /FORT WORTH AREA COOPERATIVE
NETWORK ON JULIAN DATE 229, 2009.
WOODLAND HEIGHTS CONNECTOR RD
FILE: 27043- SE2B.dgn I AVO: 27043
DATE: 03/26/2010
PAGE 4 of 4
0 25 50
SCALE: 1 " =50'
t7L1'LAS A. CAL 'HOU!I
a �
• +q.....
I, Douglas A. Calhoun. Registered Professional Lana
Surveyor.do hereby certify that title parcel was
prepared from a survey made on the ground
unaer my supervision and direction.