HomeMy WebLinkAboutRES 041211-G - PCN Howard Neal LandryRESOLUTION NO. `I ►a I
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF GEORGETOWN FINDING PUBLIC CONVENIENCE
AND NECESSITY AND AUTHORIZING EMINENT
DOMAIN PROCEEDINGS, IF NECESSARY, FOR
ACQUISITION OF REAL PROPERTY TO EFFECTUATE
CERTAIN PUBLIC UTILITY INFRASTRUCTURE
IMPROVEMENTS; AND ESTABLISHING AN EFFECTIVE
DATE.
WHEREAS, in order to promote public health, safety, and welfare, the City of
Georgetown (the "City") hereby finds that public convenience and necessity requires acquisition
of a permanent utility easement on, over, under and across those certain tracts of real property in
Williamson County totaling 1.3 acres (56,639 square feet), more or less, and being described by
metes and bounds and sketch in the attached Exhibits A - E as Parcels All (0.009 acre), A46
(0.267 acre), A17 Part 2 (0.383 acre), A17 Part 3, (0.442 acre) A17 Part 4 (0.199 acre),
respectivel, which exhibits are incorporatedherein by reference as if fully set out and which are
subsequently referred to as the "Property," for construction, reconstruction, improvement,
operation, use, maintenance and extension of public utility infrastructure improvements and
appurtenances thereto (the "Project"); and
WHEREAS, in order to promote public health, safety, and welfare, the City of
Georgetown (the "City") hereby finds that public convenience and necessity also requires
acquisition of a temporary construction easement on, over, under and across those certain tracts
of real property in Williamson County totaling 1.425 acres (62,082 square feet), more or less,
and being described graphically on the sketches on page 3 of the aforementioned exhibits
attached hereto as "PROPOSED 25' WIDE TEMPORARY CONSTRUCTION EASEMENT",
which temporary construction easement tracts abut the Property and are subsequently referred to
herein as the "Temporary Construction E asement," for construction, reconstruction, construction
excavation, temporary access, spoil storage, equipment storage, and any and all other uses
necessary or desirable to effectuate the Project; and
WHEREAS, in order to effectuate the Project, it will be necessary and convenient that
agents, representatives, or employees of the City, lay out the Project and acquire the necessary
property rights upon, over, under and across the Property and Temporary Construction Easement
for the purpose of construction, reconstruction, operation, and maintenance of the public utility
infrastructure improvements and appurtenances thereto; and,
WHEREAS, it may be necessary to hire engineers, surveyors, appraisers, attorneys, title
companies, architects or other persons or companies to effect the laying out, establishment, and
acquisition of the Property, Temporary Construction Easement, and the Project; and
Resolution No O i Q1 -
Declaring Public Convenience & Necessity — Landry property (2006 Annexation Utility
Improvements Project)
Page 1 of 3
WHEREAS, in order to acquire the Property, it will be or has been necessary for the
City's agents representatives, or employees to enter upon the Property and Temporary
Construction Easement for the purposes of performing feasibility inspections and/or studies,
including, but not limited to, surveying, appraisal, environmental, geotechnical work, to conduct
tests, and establish said land titles to determine adequate compensation for said property rights,
and to negotiate with the owners thereof for the purchase of said property rights; and,
WHEREAS, it was necessary to set out procedures for the establishment and approval of
just compensation for each of the parcels to be acquired for the Project;
Now, THEREFORE, be it RESOLVED by the City Council of the City of
Georgetown:
That public convenience and necessity requires acquisition of:
a. a permanent utility easement on, over, under and across the real property
described in the attached Exhibits A - E attached hereto for construction,
reconstruction, improvement, operation, use, maintenance and extension of
public utility infrastructure improvements and appurtenances thereto; and
b. a temporary construction easement on, over, under and across that certain tract
of real property in Williamson County totaling 1.425 acres (62,082 square
feet), more or less, and being described graphically on the sketches on page 3
of the aforementioned exhibits attached hereto as "PROPOSF4D 25' WIDE
TEMPORARY CONSTRUCTION EASEMENT", which temporary
construction easement tracts abut the Property for construction,
reconstruction, construction excavation, temporary access, spoil storage,
equipment storage, and any and all other uses necessary or desirable to
effectuate the Project.
2. That the City's agents, representatives, or employees are hereby authorized to:
a. lay out the exact location of the land area needed for the Property, Temporary
Construction Easement, or other properties;
b. hire such persons or companies, including, but not limited to, engineers,
surveyors, appraisers, title companies, architects, and other persons or
companies needed to design, lay out and establish the limits of the Project, to
acquire the necessary property rights and to construct the Project;
c. enter upon any property necessary for the purpose of surveying and
establishing the title, to determine adequate compensation for the property
rights and to conduct feasibility inspections, studies and tests;
d. negotiate with the owners of any such property rights for the purchase thereof;
Resolution No I {
Declaring Public Convenience & Necessity — Landry property (2006 Annexation Utility
Improvements Project)
Page 2 of 3
e. to purchase any necessary property rights on, over, under and across the
Property, and execute all documents necessary to acquire such rights, all
subject to express approval of the specific, negotiated terms by the City
Council;
f. initiate eminent domain proceedings against the owner(s) of the Property and
Temporary Construction Easement for the necessary land title(s) for each in
the event the owner(s) fail to accept a bona fide offer to purchase the Property
and/or Temporary Construction basement; and
g. take whatever further actions deemed appropriate to economically effect the
establishment of the Project and appurtenances thereto.
h. hat all previous acts and proceedings done or initiated by the City's agents,
representatives, or employees for the establishment of the Project, including
the negotiation for and/or acquisition of any necessary property rights in the
Property and Temporary Construction Easement are hereby authorized,
ratified, approved, confirmed, and validated. This resolution shall take effect
immediately from and after its passage.
3. The Mayor is hereby authorized to sign this resolution and the City Secretary to attest
thereto on behalf of the City of Georgetown.
4. This resolution shall be effective immediately upon adoption.
RESOLVED by the City Council of the City of Georgetown this day of April, 2011.
THE CITY OF GEORGETOWN:
By
Ge•rge G. Garver, Mayor
APPROVED AS TO FORM:
1.
Mark Sokolow, City Attorney
ATTEST:
sica F Brat e, City Secretary
Resolution No 09 (a ► 1- Cr-
Declaring Public Convenience & Necessity — Landry property (2006 Annexation Utility
Improvements Project)
Page 3 of 3
PARCEL Al 7 Page 1 of 3
EXHIBIT A
PROPERTY DESCRIPTION
DESCRIPTION OF A 0.009 ACRE (372 SQUARE FOOT), TRACT
OF LAND SITUATED IN THE JOHN BERRY SURVEY,
ABSTRACT NO 51, IN WILLIAMSON COUNTY, TEXAS, BEING
A PORTION OF THAT 4.095 ACRE TRACT OF LAND
CONVEYED TO HOWARD NEAL LANDRY BY INSTRUMENT
RECORDED IN VOLUME 1732, PAGE 249, OF THE OFFICIAL
RECORDS OF WILLIAMSON COUNTY, TEXAS SAID 0.009
ACRE (372 SQUARE FOOT) TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING at a 3/8" iron rod found in the existing westerly right-of-way line of Interstate
Highway 35 (right-of-way width vanes), being the common northerly boundary line of said 4.095
acre tract, and the southerly boundary line of that 111.36 acre tract of land conveyed to Jasper
N. Sudduth and Ida P Sudduth recorded in Volume 512, Page 71, of the Deed Records of
Williamson County Texas, for the northeast corner of the herein described tract;
1) THENCE, departing the southerly boundary line of said 111.36 acre tract, with the
easterly boundary line of said 4.095 acre tract, same being the existing westerly
right-of-way line of said Interstate Highway 35, S 13°56'19" W for a distance of
18 59 feet to a calculated point, being the northerly boundary line of that 0.8 acre
tract of land conveyed to Franklin D. Herzog et al recorded in Volume 467, Page
448 of the Deed Records of Williamson County, Texas, for the southeast corner of
the herein described tract;
2) THENCE, departing the existing westerly right-of-way line of said Interstate Highway
35, with the common southerly boundary line of said 4.095 acre tract, and the
northerly boundary line of said 0.8 acre tract, S 67°42'51" W a distance of 24 79
feet to a calculated point, for the southwest corner of the herein described tract;
3) THENCE, departing the northerly boundary line of said 0.8 acre tract, through the
interior of said 4 095 acre tract, N 13°56'19" E for a distance of 18.59 feet to a
calculated point, being the southerly boundary line of said 111.36 acre tract, same
being the northerly boundary line of said 4.095 acre tract, for the northwest corner of
the herein described tract;
4) THENCE, with the common southerly boundary line of said 111.36 acre tract,
and the northerly boundary line of said 4.095 acre tract, N 67°42'51" E a
distance of 24.79 feet to the POINT OF BEGINNING, containing 0.009 acres
(372 square feet) of land, more or less.
PARCEL A17 Page 2 of 3
NOTE: There is also a 25.00 foot wide Temporary Construction Easement west of, adjacent to
and parallel with Course 3 of the above description and as shown on the accompanying Parcel
Plat.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central
Zone No. 4203, NAD 83.
This property description is accompanied by a separate plat.
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that
the above description is true and correct to the best of my knowledge and belief and that the
property described herein was determined by a survey made on the ground under my direction
and supervision.
WITNESS MY HAND AND SEAL at Round Rock, V�iilifamson County, Texas.
M Stepheh Truesdale
Registered Professional Land Surveyor No. 4933
Licensed State Land Surveyor
Inland Geodetics, L P.
1504 Chisholm Trail Road
Suite 103
Round Rock, TX 78681
512-238-1200
EXHIBIT
P
AT TO ACCOMPANY DESCRIPTION
10
O 10
SCALE I" =
20
HOWARD NEAL LANDRY
(4.095 AC.)
VOL. /732, PG. 24
JASPER N. SUDDUTH
8 IDA P. SUDDUTH
(111.36 AC.)
VOL. 512, PG. 71
(TRACT I)
D.R,W.C.T.
0
0. 09 ACRES
• 372: SQ. FT,
FRANKLIN. D. HERZOG
(0.8 AC.)
VOL. 467, PG, 448
D.R.W.C.T.
NOTES:
1I ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE
DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS
STATE PLANE COORDINATE SYSTEM, MAD 83, CENTRAL ZONE, USING A
COMBINED SURFACE ADJUSTMENT OF 1.00011
2.) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT.
THERE MAY BE EASEMENTS OR OTHER ENCUMBRANCES UPON THIS TRACT
THAT ARE NOT DEPICTED HEREON.
STATE OF TEXAS
COUNTY OF WILLIAMSON
THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS PLAT IS TRUE
AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
WITNESS MY HAND AND SEAL -AT ROUND ROCK, WILLIAMSON COUNTY, TEXAS.
M. STEPHEN TR.UESDALE:° DATE
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933
LICENSED STATE LAND SURVEYOR
INLAND GEODETICS, LP
1504 CHISHOLM TRAIL RD. SUITE 103
ROUND ROCK, TX. 78681
t tt LAN
GE 7:ETtcSL"=
PROFESSIONAL LAND SURVEYORS
04 CHISHOLM TRAIL. R€3 STE 103
ROUND ROCK, TX. 73681
H.Ig1Z?23s t2€0 FAX(5121238 ZSt
D.R.W.C.T.
P.O.B.
O
LINE TABLE
NO.
BEARING
DISTANCE
LI
S 13°56'19°
W
18.59"
L2
S E.7°42 51" W
24.79'
L3
N I3°56.19" E
1.8,5'3`
L4
N 67:42'51" E.
24,79' •
LEGEND
TXDOT CONC MON
I/2" IRON ROD FND
CALCULATED. POINT
IRON ROD FND W/ TXDOT
ALUMINUM CAP
PROPERTY LINE
EDGE OF .PAVEMENT
OVERHEAD ELECTRIC LINE
WIRE FENCE
GUY ANCHOR
POWER POLE
SIGN
LIGHT POLE
PULL BOX
O.P,R.W.C.T. OFFICIAL PUBLIC RECORDS
WILLIAMSON COUNTY, TEXAS
OFFICIAL RECORDS
WILLIAMSON COUNTY, TEXAS
DEED RECORDS
WILLIAMSON COUNTY, TEXAS
PARCEL Al
0.009 ACRES
372_ SQUARE FEET
PAGE3OF3
PARCEL A46 Page 1 of 3
EXHIBIT 6
PROPERTY DESCRIPTION
DESCRIPTION OF A 0.267 ACRE (11,642 SQUARE FOOT), TRACT
OF LAND SITUATED IN THE JOHN BERRY SURVEY, ABSTRACT
NO. 51, IN WILLIAMSON COUNTY TEXAS, BEING A PORTION OF
THAT 3.02 ACRE TRACT OF LAND CONVEYED TO HOWARD
LANDRY BY INSTRUMENT RECORDED IN VOLUME 672, PAGE 64,
OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID
0.267 ACRE (11,642 SQUARE FOOT) TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING at a calculated point in the existing westerly right-of-way line of Interstate Highway (I.H.:)
35 (right-of-way width varies), being the southeast corner of the 1.44 acre remainder of that 17.23
acre tract of land conveyed to Larry Wayne Domel & Linda Faye Peterson by instrument recorded in
Document No. 9700401, of the Official Records of Williamson County, Texas, same beingthe
northeast comer of said 3.02 acre tract, for the northeast corner of the herein described tract, and
from which a 1/2" iron rod found, bears S 76°43'30" E for a distance of 0.35 feet;.
THENCE, with the existing westerly right-of-way line of said I.H. 35, same being the easterly boundary
line of said 3 02 acre tract, the following two (2) courses:
1) S 13°56'19" W a distance of 564.36 feet to a calculated point;
2) S 18°41'42" W a distance of 12.56 feet to a calculated point being the most easterly corner of
that 6.28 acre tract (Third Tract) tract of land conveyed to Howard Neal Landry by instrument
recorded in Volume 1732, Page 249, of the Official Records of Williamson County, Texas
same being the southeast corner of said 3 02 acre tract, for the southeast corner of the herein
described tract;
3) THENCE, departing the existing westerly right-of-way line of said I H. 35, with the common
boundary line of said 6.28 acre tract and said 3 02 acre tract, N 54°55'23" W a distance of
20,85 feet to a calculated point for the southwest corner of the herein described tract;
THENCE, departing the easterly boundary line of said 6.28 acre tract, and through the interior of said
3 02 acre tract, the following five (5) courses:
4) N 18°41'42' E a. distance of 5.85 feet to a calculated point;
5) N 13°56'19" E a distance of 493.83 feet to a calculated point;
6) N 02°41'19" E a distance of 30.75 feet to a calculated point;
7) N 25°11'19" E a distance of 30.75 feet to a calculated point;
8) N 13°56'19" E a distance of 9.14 feet to a calculated point, being in the southerly boundary
line of said 1.44 acre tract, same being in the northerly boundary line of said 3.02 acre tract for
the northwest corner of the herein described tract;
PARCEL A46 Page 2 of 3
9) THENCE, with the common boundary line of said 1.44 acre tract and said 3.02 acre,.
S 76°43`30" E a distance of 20.00 feet to the POINT OF BEGINNING, containing 0.267 acres
(11,642 square feet) of land, more or less.
NOTE: There is also a 25.00 foot wide Temporary Construction Easement west of, adjacent to and
parallel with Courses four (4) through eight (8) of the above description and asshown on the
accompanying Parcel Plat.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No.
4203, NAD 83.
This property description is accornpan ed by a separate plat
That I, M. Stephen Truesdale, a. Registered Professional Land Surveyor do hereby certify that the
above description is true and correct to the best of my knowledge and belief and that the property
described herein was determined by a survey made on the ground under my direction and
supervision,.
WITNESS MY HAND ANQ SEAL et Round Rock, Williamson County, Texas,
pheh Truesdale
Registered Professional Land Surveyor No. 4933
Licensed State Land Surveyor
Inland Geodetics, L.P.
1504 Chisholm Trail Road Sulte 103
Round Rock TX. 78681
512-238-1200
EXHIBIT
50
0
SCALE I
0
%1
50
100'
100
LEGEND
1/2" IRON ROD END
CALCULATED POINT
PROPERTY LINE
EDGE OF PAVEMENT
OE OVERHEAD ELECTRIC LINE
—coo— CHAINLINK FENCE
— X — WIRE FENCE
j GUY ANCHOR
POWER POLE
rin SIGN
f MAIL BOX
O.R.W.C.T. OFFICIAL RECORDS
WILLIAMSON COUNTY, TEXAS
D.R.W,C.T. DEED RECORDS
WILLIAMSON COUNTY, TEXAS
PLAT TO ACCOMPANY DESCRIPTION
g DETAIL
DOMEL
N.T.S.
PETERSON
DOC. 9700401
O.R.W.C.T.
76°43'30" E 0.35'
L7
LANDRY
(3,02 AC.)
OL. 672, PG, 64
D.R.W.C.T.
HOWARD NEAL LANDRY
(6.28 AC )
VOL. 1732, PG 249
€.R.W.C.T.
NOTES:
1
I
I
1
1
I
I) ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE
DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A
COMBINED SURFACE ADJUSTMENT OF 1.00011
2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT.
THERE MAY BE EASEMENTS OR OTHER ENCUMBRANCES UPON THIS TRACT
THAT ARE NOT DEPICTED HEREON.
STATE OF TEXAS
COUNTY OF WILLIAMSON
THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS PLAT IS TRUE
AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
WITNESS MY HAND AND SEAL AT ROUND ROCK, WILLIAMSON COUNTY, TEXAS.
M. STEPHEN fTRUESDALE DATE
REGISTERED PROFESSIONAL LAND SURVEYOR NO, 4933
LICENSED STATE LAND SURVEYOR
INLAND GEODETICS, LP
504 CHISHOLM TRAIL RD, SUITE 103
ROUND ROCK, TX 78681
1NLANE
GEODETICS
PROFESSIONAL LAND SURVEYORS
1 504 CHISHOLM TRAIL RD STE, 103
ROUND ROCK, TX. 78681
PH. (5121 238-1200, FAX (512)238-1251
LARRY WAYNE DOMEL a
LINDA FAYE PETERSON
(1.44 AC. REMAINDER OF 17.23 AC.)
DOC. NO. 9700401
O.R.W.C.T.
HOWARD LANDRY
(3.02 AC)
VOL. 672, PG. 64
D.R. W.C. T.
0.267 ACRES
11,642 SQ. FT,
PROPOSED 25' WIDE
TEMPORARY
CONSTRUCTION
EASEMENT
(14,138 SQ. FT.)
L
/
/
1
/
/
/
LI
SEE
DETAI
cot
1.
te
L7
P.O.B.
s7E.0 (t5N1
LINE
TA
NO.
BEARING
DISTANCE
LI
S 18°4142
W
12.56'
L2
N
54°55'23"
W
20.85'
L3
N
18°41'42"
E
5,85'
L4
N 02°41118"
E
30.75'
L5
N
25°1'I9"'
E
30.75'
L6
N
I3°56`I9'"
E
9.14'
L7
S 76°43`3O"
E
20 00'
PARCEL A46
0.267 ACRES
1,642 SQUARE FEET
PAGE 3OF3
PARCEL A17 PART 2 Page 1 of 3
EXHIBIT
PROPERTY DESCRIPTION
DESCRIPTION OF A 0.383 ACRE (16,683 SQUARE FOOT),
TRACT OF LAND SITUATED IN THE JOHN BERRY SURVEY,
ABSTRACT NO. 51, WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF THAT 3.43 ACRE TRACT OF LAND CONVEYED
TO HOWARD NEAL LANDRY BY INSTRUMENT RECORDED IN
VOLUME 1732, PAGE 249 OF THE OFFICIAL RECORDS OF
WILLIAMSON COUNTY, TEXAS, SAID 0.383 ACRE (16,683
SQUARE FOOT) TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING at a calculated point, being the southeast corner of that 71.997 acre tract of land
conveyed to NWC SH195 & 135, LTD., by instrument recorded in Document No. 2008000666 of
the Official Public Records of Williamson County, Texas, same being the most northerly
northeast corner of that 4.63 acre tract of land conveyed to Speedy Stop Food Stores, Ltd., by
instrument recorded in Document No. 2006049946 of the Official Public Records of Williamson
County, Texas, being the southwest corner of said 3.43 acre tract, for the southwest corner of
the herein described tract, and from which a Type 1 Concrete Marker Found being in the
existing westerly right-of-way line of Interstate Highway 35 bears S 51 °47'58" E at a distance of
88.18 feet;
1. THENCE, with the common boundary line of said 71.997 acre tract and said
3.43 acre tract, N 03°26'20" E for a distance of 222.51 feet to a calculated point;
THENCE, departing said common boundary line, and through the interior of said 3.43 acre
tract the following three (3) courses:
2. N 48°26'20" E for a distance of 56.57 feet to a calculated point;
3. N 03°26'20" E for a distance of 111.49 feet to a calculated point;
4. N 41°33'40" W for a distance of 56.57 feet to a calculated point, being in said
common boundary line;
5. THENCE, with said common boundary line, N 03°26'20" E for a distance of 311.15
feet to a 3/8" iron rod found, being the southwest corner of that 5.7 acre tract of land
conveyed to Howard Neal Landry by instrument recorded in Volume 1732, Page
249, of the Official Records of Williamson County, Texas, same being the northwest
corner of said 3.43 acre tract, for the northwest corner of the herein described tract;
6. THENCE, departing said common boundary line, with the common boundary line of
said 5 7 acre tract and said 3.43 acre tract, N 70°02'42" E for a distance of 27.02
feet to a calculated point, for the northeast corner of the herein described tract;
PARCEL A17 PART 2 Page 2 of 3
THENCE, departing said common boundary line, and through the interior of said 3.43 acre
tract the following seven (7) courses:
7. S 02°19'59" W for a distance of 10.49 feet to a calculated point;
8. S 03°26'20" W for a distance of 308.10 feet to a calculated point;
9. S 41°33'40" E for a distance of 49.50 feet to a calculated point;
10. S 03°26'20" W for a distance of 128.06 feet to a calculated point;
11. S 48°26'20" W for a distance of 56.57 feet to a calculated point;
12. S 03°26'20" W for a distance of 199.88 feet to a calculated point;
13. S 57°47'13" W for a distance of 24.61 feet to the POINT OF BEGINNING,
containing 0.383 acres (16,683 square feet) of land, more or less
NOTE: There is also a 25.00 foot wide Temporary Construction Easement east of, adjacent to
and parallel with Courses seven (7) through thirteen (13) of the above description and as shown
on the accompanying Parcel Plat.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central
Zone No. 4203, NAD 83.
This property description is accompanied by a separate plat.
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that
the above description is true and correct to the best of my knowledge and belief and that the
property described herein was determined by a survey made on the ground under my direction
and supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas.
M. Stephen truesdale
Registered Professional Land Surveyor No. 4933
Licensed State Land Surveyor
Inland Geodetics, L P.
1504 Chisholm Trail Road Suite 103
Round Rock, TX 78681
512-238-1200
Date
EXHIBIT
50
0
50
SCALE In = 100'
100
PLAT TO ACCOMPANY DESCRIPTION
LL?
LINE TABLE
NO.
BEARING
DISTANCE
LI
N 48°26'20" E
56.57'
L2
N 03°26120" E
111.49'
L3
N 41°33'40° W
56.57'
L4
N 70°02'42" E
27.02'
L5
S 02°19'59" W
10.49'
L6
S 03°26'20" W
308.10'
L7
S 41°33'40" E
49.50'
L8
S 03°26'20" W
128.06'
L9
S 48°26'20" W
56.57'
LIO
S 57°47'13" W
24.61'
LII
S 51°47'58" E
88.18'
LEGEND
A
O
%/
— OE-
- X
TXDOT CONC MON
3/8" IRON ROD FND
CALCULATED POINT
IRON ROD FND W/ TXDOT
ALUMINUM CAP
PROPERTY LINE
EDGE OF PAVEMENT
O VERHEAD ELECTRIC LINE
W IRE FENCE
CHAINLINK FENCE
GUY ANCHOR
POWER POLE
{� TOWER
PULL BOX
O .P.R.W.C.T. OFFICIAL PUBLIC RECORDS
WILLIAMSON COUNTY, TEXAS
O .R.W.C.T. OFFICIAL RECORDS
WILLIAMSON COUNTY, TEXAS
D.R.W.C.T. DEED RECORDS
WILLIAMSON COUNTY, TEXAS
117
NWC SH195 & 135 LTD.,
(71.997 AC.)
DOC. NO. 2008000666
O.P.R.W.C.T.
PART 2
0.383 ACRES
16,683 SQ. FT.
NOTES:
I) ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE
DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A
COMBINED SURFACE ADJUSTMENT OF 1.00011
HOWARD NEAL LANDRY
(5.7 AC.)
VOL. 1732. PG. 249
O.R.W.C.T.
L5
I
I
I
I
I(0
I
I
I
I
I
I
I
I
U
(V
2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT. C
THERE MAY BE EASEMENTS OR OTHER ENCUMBRANCES UPON THIS TRACT
THAT ARE NOT DEPICTED HEREON.
STATE OF TEXAS
COUNTY OF WILLIAMSON
THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS PLAT IS TRUE
AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
WITNESS MY HAND AND SEAL AT ROUND ROCK, WILLIAMSON COUNTY, TEXAS.
M. TEPHEf TRUESDAL DATE
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933
LICENSED STATE LAND SURVEYOR
INLAND GEODETICS, LP
1504 CHISHOLM TRAIL RD. SUITE 103
ROUND ROCK, TX 78681
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GEODETICS
PROFESSIONAL LAND SURVEYORS
1 504 CHISHOLM TRAIL RD STE. 103
ROUND ROCK, TX. 78681
PH. (512)238-1200, FAX (512)238-1251
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P.O.B.
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SPEEDY STOP FOOD STORES, LTD. •
(4.63 AC.)
DOC. NO. 2006049946
O.P.R.W.C.T.
PARCEL A17
PART 2
0.383 ACRES
16,683 SQUARE FEET
PROPOSED 25' WIDE
TEMPORARY
CONSTRUCTION
EASEMENT
(19,072 SQ. FT.)
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44,
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HOWARD NEAL LANDRY
(3.43 AC.)
VOL. /732, PG. 249
O.R.W.C.T.
PAGE 3 OF 3
PARCEL Al 7 PART 3 Page 1 of 3
EXHIBIT ID
PROPERTY DESCRIPTION
DESCRIPTION OF A 0.442 ACRE (19,259 SQUARE FOOT),
TRACT OF LAND SITUATED IN THE JOHN BERRY SURVEY,
ABSTRACT NO. 51, WILLIAMSON COUNTY TEXAS, BEING A
PORTION OF THAT 5.7 ACRE TRACT OF LAND CONVEYED
TO HOWARD NEAL LANDRY, BY INSTRUMENT RECORDED IN
VOLUME 1732 PAGE 249 OF THE OFFICIAL RECORDS OF
WILLIAMSON COUNTY, TEXAS, SAID 0.442 ACRE (19,259
SQUARE FOOT) TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING at a 3/8" iron rod found, being in the easterly boundary line of that 71.997 acre
tract of land conveyed to NWC SH195 & 135 LTD., by instrument recorded in Document
No. 2008000666 of the Official Public Records of Williamson County, Texas, same being the
northwest corner of that 3.43 acre tract of land conveyed to Howard Neal Landry by
instrument recorded in Volume 1732, Page 249, of the Official Records of Williamson
County, Texas, same being the southwest corner of said 5.7 acre tract, for the southwest
corner of the herein described tract;
THENCE, with the common boundary line of said 71.997 acre tract and said 5.7 acre tract,
the following two (2) courses:
N 02°19'59" E for a distance of 683.52 feet to a calculated point;
2. N 01°22'27" E for a distance of 94.56 feet to a 3/4" iron pipe found, being the
southwest corner of that 6.28 acre tract of land conveyed to Howard Neal Landry, by
instrument recorded in Volume 1732, Page 249, of the Official Records of
Williamson County, Texas, same being the northwest corner of said 5.7 acre tract,
for the northwest corner of the herein described tract;
3. THENCE, departing said common boundary line, with the common boundary line of
said 6 28 acre tract and said 5.7 acre tract S 75°59 02' E for a distance of 25.62
feet to a calculated point, for the northeast corner of the herein described tract;
THENCE, departing said common boundary line, and through the interior of said 5.7 acre
tract the following two (2) courses:
4. S 01 °22'27" W for a distance of 89.16 feet to a calculated point;
5. S 02°19'59" W for a distance of 673.48 feet to a calculated point, being in the
northerly boundary line of said 3.43 acre tract, same being in the southerly boundary
line of said 5 7 acre tract for the southeast corner of the herein described tract,
PARCEL A17 PART 3 Page 2 of 3
6. THENCE, with the common boundary line of said 3.43 acre tract and said 5.7 acre
tract S 70°02 42" W for a distance of 27.02 feet to the POINT OF BEGINNING,
containing 0.442 acres (19,259 square feet) of land, more or less.
NOTE: There is also a 25.00 foot wide Temporary Construction Easement east of, adjacent to
and parallel with Courses four (4) and five (5) of the above description and as shown on the
accompanying Parcel Plat.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central
Zone No. 4203, NAD 83.
This property description is accompanied by a separate plat.
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that
the above description is true and correct to the best of my knowledge and belief and that the
property described herein was determined by a survey made on the ground under my direction
and supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas.
M. Stephen Teesdale
Registered Professional Land Surveyor No. 4933
Licensed State Land Surveyor
Inland Geodetics, L P.
1504 Chisholm Trail Road Suite 103
Round Rock TX 78681
512-238-1200
Date
EXHIBIT
PLAT TO ACCOMPANY DESCRIPTION \
50 0 50 100
SCALE 1" = 100'
LEGEND
0
0
0
—OE—
I/2" IRON PIPE FND UNLESS NOTED
I/2" IRON ROD FND UNLESS NOTED
CALCULATED POINT
IRON ROD FND W/ TXDOT
ALUMINUM CAP
PROPERTY LINE
OVERHEAD ELECTRIC LINE
X — WIRE FENCE
CHAINLINK FENCE
GUY ANCHOR
POWER POLE
O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS
WILLIAMSON COUNTY, TEXAS
O.R.W.C.T. OFFICIAL RECORDS
WILLIAMSON COUNTY, TEXAS
COD
ra'
LINE TABLE
NO.
BEARING
DISTANCE
LI
S 75°59'02" E
25.62'
L2
S 01°22'27" W
89.16'
L3
S 70°02142" W
27.02'
L4
94.56'
N 01°22'27" E
NWC SH195 a 135 LTD.,
(71.997 AC.)
DOC. NO. 2008000666
O.P.R.W.C.T.
NOTES:
I) ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE
DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS
STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A
COMBINED SURFACE ADJUSTMENT OF 1.00011
2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT.
THERE MAY BE EASEMENTS OR OTHER ENCUMBRANCES UPON THIS TRACT
THAT ARE NOT DEPICTED HEREON.
STATE OF TEXAS
COUNTY OF WILLIAMSON
THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS PLAT IS TRUE
AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
WITNESS MY HAND AND SEAL AT ROUND ROCK, WILLIAMSON COUNTY, TEXAS.
M/STEPHN TRUESbALE DATE
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933
LICENSED STATE LAND SURVEYOR
INLAND GEODETICS, LP
1504 CHISHOLM TRAIL RD. SUITE 103
ROUND ROCK, TX 78681
GEODETICS
PROFESSIONAL LAND SURVEYORS
1 504 CHISHOLM TRAIL RD STE. 103
ROUND ROCK, TX. 78681
PH. (512) 238-1200, FAX (512) 238-1251
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PARCEL A17
PART 3
0.442 ACRES
19,259 SQUARE FEET
HOWARD NEAL LANDRY
(6.28 AC,)
VOL. 1732, PG. 249
O.R.W.C.T.
PROPOSED 25' WIDE
TEMPORARY
CONSTRUCTION
EASEMENT
(18,873 SQ. FT.)
HOWARD NEAL LANDRY
(57 AC.)
VOL. /732, PG. 249
O.R.W.C.T.
PART 3
0.442 ACRES
19,259 SQ. FT.
PAGE 3 OF 3
PARCEL A17 PART 4 Page 1 of 3
EXHIBIT
PROPERTY DESCRIPTION
DESCRIPTION OF A 0.199 ACRE (8,683 SQUARE FOOT),
TRACT OF LAND SITUATED IN THE JOHN BERRY SURVEY,
ABSTRACT NO. 51, WILLIAMSON COUNTY, TEXAS, BEING A
PORTION OF THAT 6.28 ACRE TRACT OF LAND CONVEYED
TO HOWARD NEAL LANDRY BY INSTRUMENT RECORDED IN
VOLUME 1732, PAGE 249 OF THE OFFICIAL RECORDS OF
WILLIAMSON COUNTY, TEXAS SAID 0.199 ACRE (8,683
SQUARE FOOT) TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING at a 3/4" iron pipe found in the easterly boundary line of that 71.997 acre tract
of land conveyed to NWC SH195 & 135, LTD., by instrument recorded in Document
No. 2008000666 of the Official Public Records of Williamson County, Texas, being the
northwest corner of that 5.7 acre tract of land conveyed to Howard Neal Landry by
instrument recorded in Volume 1732, Page 249, of the Official Records of Williamson
County, Texas, same being the southwest corner of said 6.28 acre tract, for the southwest
corner of the herein described tract;
1. THENCE, with the common boundary line of said 71 997 acre tract and said 6.28
acre tract, N 08°01'42" W for a distance of 253.60 feet to a calculated point;
THENCE, departing said common boundary line, and through the interior of said 6.28 acre
tract the following two (2) courses:
2. N 36°58'18" E for a distance of 56.57 feet to a calculated point;
3. N 08°01'42" W for a distance of 54.74 feet to a calculated point, being in the
southerly boundary line of that 4.095 acre tract of land conveyed to Howard Neal
Landry, by instrument recorded in Volume 1732, Page 249, of the Official Records
of Williamson County Texas same being in the northerly boundary line of said 6 28
acre tract, for the northwest corner of the herein described tract;
4. THENCE, with the common boundary line of said 4.095 acre tract and said 6 28
acre tract, N 75°03'18" E for a distance of 20.15 feet to a calculated point, for the
northeast corner of the herein described tract;
THENCE, departing said common boundary line, and through the interior of said 6.28 acre
tract the following four (4) courses:
5. S 08°01'42" E for a distance of 65.45 feet to a calculated point;
6. S 36°58'18" W for a distance of 49.50 feet to a calculated point;
7. S 08°01'42" E for a distance of 252.37 feet to a calculated point;
PARCEL Al 7 PART 4
Page 2 of 3
S 01°22'27" W for a distance of 7.66 feet to a calculated point, being in the
northerly boundary line of said 5.7 acre tract, same being in the southerly boundary
line of said 6.28 acre tract, for the southeast corner of the herein described tract,
9. THENCE, with the common boundary line of said 5.7 acre tract and said 6.28 acre
tract N 75°59'02" W for a distance of 25.62 feet to the POINT OF BEGINNING,
containing 0.199 acres (8,683 square feet) of land, more or Tess.
NOTE. There is also a 25.00 foot wide Temporary Construction Easement east of, adjacent to
and parallel with Courses five (5) through eight (8) of the above description and as shown on
the accompanying Parcel Plat.
All bearings recited herein are based on the Texas State Plane Coordinate System, Central
Zone No. 4203, NAD 83.
This property description is accompanied by a separate plat.
That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that
the above description is true and correct to the best of my knowledge and belief and that the
property described herein was determined by a survey made on the ground under my direction
and supervision.
WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas.
d
M. Stephen Teesdale
Registered Professional Land Surveyor No. 4933
Licensed State Land Surveyor
Inland Geodetics, L P.
1504 Chisholm Trail Road Suite 103
Round Rock TX 78681
512-238-1200
Date
EXHIBI T
PLAT TO ACCOMPANY DESCRIPTION
25
0
25
SCALE 1" = 50'
50
LINE TABLE
NO.
BEARING
DISTANCE
LI
N 75°03'I8" E
20.15'
L2
S 01°22'27" W
7.66'
L3
N 75°59'02" W
25.62'
LEGEND
A
O
0
-OE- OVERHEAD ELECTRIC LINE
X - WIRE FENCE
030- CHAINLINK FENCE
GUY ANCHOR
POWER POLE
O .P.R W.C.T. OFFICIAL PUBLIC RECORDS
WILLIAMSON COUNTY, TEXAS
O .R.W.C.T. OFFICIAL RECORDS
WILLIAMSON COUNTY, TEXAS
y
I/2" IRON PIPE FND UNLESS NOTED
1/2" IRON ROD FND UNLESS NOTED
CALCULATED POINT
IRON ROD FND W/ TXDOT
ALUMINUM CAP
TREE
PROPERTY LINE
NWC SHI95 & 135 LTD.,
(71.997 AC.)
DOC. NO. 2008000666
O.P.R.W.C.T.
N OTES:
I) ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE
DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS
S TATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A
COMBINED SURFACE ADJUSTMENT OF 1.00011
2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT.
THERE MAY BE EASEMENTS OR OTHER ENCUMBRANCES UPON THIS TRACT
THAT ARE NOT DEPICTED HEREON.
HOWARD NEAL LANDRY
(4.095 AC.)
VOL. 1732, PG. 249
O.R.W.C.T.
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STATE OF TEXAS
COUNTY OF WILLIAMSON
THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS PLAT IS TRUE
AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
W ITNESS MY HAND AND SEAL AT ROUND ROCK, WILLIAMSON COUNTY, TEXAS. P.O.B.
M. STEP:HEN(T UESDALE DATE
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933
L ICENSED STATE LAND SURVEYOR
INLAND GEODETICS, LP
504 CHISHOLM TRAIL RD. SUITE 103
ROUND ROCK, TX 78681
INLAND
GEODETICS
PROFESSIONAL LAND SURVEYORS
1 504 CHISHOLM TRAIL RD. STE. 103
ROUND ROCK, TX. 78681
PH. (512)238-1200, FAX (512)238-1251
L3
PROPOSED 25' WIDE
TEMPORARY
CONSTRUCTION
EASEMENT
(9,534 SQ. FT.)
HOWARD NEAL LANDRY
(6.28 AC.)
VOL. /732, PG. 249
O.R.W.C.T.
L2 I
PART 4
0.199 ACRES
8,683 S0. FT.
HOWARD NEAL LANDRY
(5.7 AC.)
VOL. 1732, PG. 249
O.R.W.C.T.
PARCEL A17
PART 4
0.199 ACRES
8,683 SQUARE FEET
PAGE 3 OF 3