G-06-03-09-8A1 - 3/9/2006ORDINANCE NO. l3' OoO3-OJ- p R I
AN ORDINANCE OF THE CITY COUNCIL FOR THE CITY OF
ROUND ROCK, DETERMINING A PUBLIC NEED AND NECESSITY
FOR THE ACQUISITION OF A 0.294 ACRE AND A 0.315 ACRE
TEMPORARY STAGING AND STORAGE EASEMENT AREA
(EXHIBIT A-1), A 2.092 ACRE (EXHIBIT A-2), A 0.158 ACRE
(EXHIBIT A-3) AND A 0.384 ACRE (EXHIBIT A-4) PERMANENT
TUNNEL WASTEWATER LINE EASEMENT; GIVING NOTICE OF
OFFICIAL DETERMINATION TO ACQUIRE SAID PROPERTY TO
CONSTRUCT AND MAINTAIN IMPROVEMENTS FOR THE MCNUTT
CREEK WASTEWATER INTERCEPTOR PROJECT, AND
ASSOCIATED PUBLIC USE AND PURPOSES; ESTABLISHING
PROCEDURES FOR THE ACQUISITION OF SAID PROPERTY;
AUTHORIZING THE CITY ATTORNEY TO FILE PROCEEDINGS IN
EMINENT DOMAIN TO ACQUIRE THE NEEDED PROPERTY; AND
PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City Council, upon consideration of the matter,
has determined that there is a public necessity for the welfare of
the City and the public -at -large to construct and maintain
improvements for the McNutt Creek Wastewater Interceptor, the City
of Round Rock, and to perform associated public use and purposes
("Project") ; and
WHEREAS, in accordance with the above, the City Council
hereby finds that it is a necessity and in the public interest to
acquire a 0.294 acre and a 0.315 acre temporary staging and storage
easement area (Exhibit A-1), a 2.092 acre (Exhibit A-2), a 0.158
acre (Exhibit A-3) and a 0.384 acre (Exhibit A-4) permanent tunnel
wastewater line easement, in Williamson County, Texas; and
WHEREAS, it is necessary to establish procedures for
determining and approving just compensation for the Property to be
acquired for this Project.
@PFDesktop\::ODMA/WORLDOX/O:/WDOX/ORDINANC/060309A1.WPD/djc
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF ROUND
ROCK, TEXAS.
I.
Section 1. The City Council hereby finds and determines that
it is necessary for the welfare of the City and its citizens and is
in the public interest to construct and maintain improvements in
the City of Round Rock and to acquire property for such purposes in
and to the above described lands, free and clear of any liens and
encumbrances, in order to allow the City and/or its assigns to
complete said Project.
Section 2. The City Manager or his designated agent, is hereby
authorized on behalf of the City to attempt to contract, on behalf
of the City, professional surveyors and appraisers, as needed, to
perform professional services in connection with the Project and
associated public purposes, to negotiate, settle and agree on
damages and compensation to be paid to owners of any remaining
interest in the Property, and to make official, written, bona fide
offers to the owners for the market value of said Property or
property interest. If it is determined that an agreement as to the
value of said Property, damages and/or compensation to be paid
cannot be reached, then the City Attorney is hereby authorized to
file or cause to be filed, against the owners and interested
parties of any interest in the Property, proceedings in eminent
domain to acquire the stated interest in and to the above described
lands, in order to allow the City and/or its assigns to complete
said Project, and to perform and undertake all other proceedings
necessary to complete the acquisition of the Property.
2
Section 3. It is the intent of the City Council that this
ordinance authorizes the condemnation of all property interests
required to complete the construction and maintenance of the
Project and associated public purposes. If it is later determined
that there are any errors in the descriptions contained herein or
if later surveys contain more accurate revised descriptions, the
City Attorney is authorized to have such errors corrected or
revisions made without the necessity of obtaining a new ordinance
of the City Council authorizing the condemnation of the corrected
or revised Property.
Section 4. The findings of fact, recitations of provisions set
in the preamble of this Ordinance are adopted and made a part of
the body of this Ordinance, as fully as if the same were set forth
herein.
Section 5. This Ordinance shall become effective immediately
from and after its approval.
II.
A. All ordinances, parts of ordinances, or resolutions in
conflict herewith are expressly repealed.
B. The invalidity of any section or provision of this
ordinance shall not invalidate other sections or provisions
thereof.
C. The City Council hereby finds and declares that written
notice of the date, hour, place and subject of the meeting at which
this Ordinance was adopted was posted and that such meeting was
open to the public as required by law at all times during which
this Ordinance and the subject matter hereof were discussed,
3
considered and formally acted upon, all as required by the Open
Meetings Act, Chapter 551, Texas Government Code, as amended.
Alternative 1.
By motion duly made, seconded and passed with an affirmative
vote of all the Council members present, the requirement for
reading this ordinance on two separate days was dispensed with.
READ, PASSED, and ADOPTED on first reading this day
of mat
, 2006.
Alternative 2.
READ and APPROVED on first reading this the day of
, 2006.
READ, APPROVED and ADOPTED on second reading this the
day of , 2006
ATTEST:
X LL Mayor
City of Round Rock, Texas
CHRISTINE R. MARTINEZ
City Secretary
4
INLAND CIVIL
ASSOCIATES
PROFESSIONAL LAND SURVEYORS
1504 Chisholm Trail Road, Suite 103
Round Rock, Texas 78681
(512) 238-1200 Phone
(512) 238-1251 Fax
DESCRIPTION OF A 0.294 ACRE (12,827 SQUARE FOOT) TRACT OF LAND (TRACT A), AND A 0.315
ACRE (13,742 SQUARE FOOT) TRACT OF LAND (TRACT B), OUT OF THE ROBERT McNUTT SURVEY,
ABSTRACT NUMBER 422, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED
218.28 ACRE TRACT OF LAND (TRACT 1), DESCRIBED IN THAT WARRANTY DEED OF GIFT TO
BEVERLY JOHNSON GORDON RECORDED IN DOCUMENT NO. 1998035986 OF THE OFFICIAL
RECORDS OF WILLIAMSON COUNY, TEXAS. SAID 0.294 ACRE (12,827 SQUARE FOOT) TRACT OF
LAND (TRACT A), AND SAID 0.315 ACRE (13,742 SQUARE FOOT) TRACT OF LAND (TRACT B), BEING
MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
TRACT A: (0.294 ACRES -12,827 SQUARE FEET)
BEGINNING FOR REFERENCE at a found TxDOT Type II monument in the curving southerly boundary line of
Lot 1, Block "A", Replat of Pioneer Crossing Commercial Tract, same being the existing northerly right-of-way line
of U. S. Highway 79 (right-of-way width varies):
THENCE, with the southerly boundary line of said Lot 1 and said existing northerly right-of-way line of U. S.
Highway 79, along a curve to the right, having a delta angle of 00°40'52", a radius of 11,420.00 feet, an arc length
of 135.74 feet, and a chord which bears N 79°51'37" E for a distance of 135.74 feet to a found 1/2" iron rod, being
the southeasterly corner of said Lot 1 and the southwesterly corner of said 218.28 acre tract;
THENCE, departing said existing northerly right-of-way line of U. S. Highway 79, with the common boundary line
of said Lot 1 and said 218.28 acre tract, N 02°22'01" W for a distance of 34.57 feet to a calculated point, being the
most southerly corner and POINT OF BEGINNING of the herein described tract;
1) THENCE, continuing with said common boundary line N 02°22'01" W for a distance of 97.49 feet to a
calculated point, being the northwesterly corner of the herein described tract;
THENCE, departing said common boundary line, through the interior of said 218.28 acre tract, the following two
(2) courses:
2) N 81°04'32" E for a distance of 218.63 feet to a calculated point at the beginning of a non -tangent curve to
the right, being the northeasterly corner of the herein described tract;
3) Along said curve to the right, having a delta angle of 24°36'35", a radius of 585.00 feet, an arc length of
251.27 feet, and a chord which bears S 58°13'06" W for a distance of 249.34 feet to the POINT OF
BEGINNING, containing 0.294 acres (12,827 square feet) of land, more or less
TRACT B: (0.315 ACRES -13,742 SQUARE FEET)
BEGINNING FOR REFERENCE at a found TxDOT Type II monument in the curving southerly boundary line of
Lot 1, Block "A", Replat of Pioneer Crossing Commercial Tract, same being the existing northerly right-of-way line
of U. S. Highway 79 (right-of-way width varies);
Page 1 of 3
510 0 74
THENCE, with the southerly boundary line of said Lot 1 and said existing northerly right-of-way line of U. S.
Highway 79, along a curve to the right, having a delta angle of 00°40'52", a radius of 11,420.00 feet, an arc length
of 135.74 feet, and a chord which bears N 79°51'37" E for a distance of 135.74 feet to a found 1/2" iron rod, being
the southeasterly corner of said Lot 1 and the southwesterly corner of said 218.28 acre tract, and being the
southwesterly comer and POINT OF BEGINNING of the herein described tract;
1) THENCE, departing said existing northerly right-of-way line of U. S. Highway 79, with the common
boundary line of said Lot 1 and said 218.28 acre tract, N 02°22'01" W for a distance of 3.25 feet to a
calculated point at the beginning of a non -tangent curve to left, being the northwesterly comer of the herein
described tract;
THENCE, departing said common boundary line, through the interior of said 218.28 acre tract, the following two
(2) courses:
2) Along said curve to the left, having a delta angle of 25°28'15", a radius of 615.00 feet, an arc length of
273.40 feet, and a chord which bears N 58°38'46" E for a distance of 271.15 feet to a calculated point,
being the northeasterly comer of the herein described tract;
3) S 08°32'04" E for a distance of 125.54 feet to a calculated point in the southerly boundary line of said
218.28 acre tract, same being said existing northerly right-of-way line of U. S. Highway 79, being the
southeasterly comer of the herein described tract;
THENCE, with the southerly boundary line of said 218.28 acre tract and said existing northerly right-of-way line of
U. S. Highway 79, the following three (3) courses:
4) Along a curve to the left, having a delta angle of 00°45'14", a radius of 11,400.00 feet, an arc length of
150.00 feet, and a chord which bears S 81°03'19" W for a distance of 150.00 feet to a found TxDOT Type
II monument;
5) N 09°22'04" W for a distance of 20.00 feet to a found TxDOT Type II monument at the beginning of a
curve to the left;
6) Along said curve to the left, having a delta angle of 00°30'06", a radius of 11,420.00 feet, an arc length of
100.00 feet, and a chord which bears S 80°27'06" W for a distance of 100.00 feet to the POINT OF
BEGINNING, containing 0.315 acres (13,742 square feet) of land, more or less.
BEARING BASIS: 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 4203.
NOTE: This description is accompanied by a separate plat of this survey.
Surveyed under the direction and supervision of the undersigned:
Travis Horn
Registered Professional Land Surveyor No. 5705
Date:
Page 2 of 3
PLAT TO ACCOMPANY DESCRIPTION
O.R.W.C.T.
P.R.W.C.T.
0.P.R.W.C.T.
LEGEND
1/2" IRON ROD FOUND
TXDOT TYPE II MONUMENT FOUND
CALCULATED POINT
RECORD INFORMATION
OFFICIAL RECORDS
WILLIAMSON COUNTY, TEXAS
PLAT RECORDS
WILLIAMSON COUNTY, TEXAS
OFFICIAL PUBLIC RECORDS
WILLIAMSON COUNTY, TEXAS
50 0 50 100
SCALE 111 = 100'
BEVERLY JOHNSON GORDON
(218.28 AC.)
DOC. NO. 1998035986
TRACT 1
O.R.W.C.T.
LOT I, BLOCK "A"
REPLAT OF
PIONEER CROSSING
COMMERCIAL TRACT
CAB. "Z", SL. 8-10, P.R.W.C.T.
LINE TABLE
LI
N 02°22'01" W
34.57'
L2
N 02°22'01" W
3.25'
L3
N 09°22'04" W
20.00'
(L3)
(N 09°18'10" W)
(20.00')
EXISTING R•0.'i
POINT OF BEGINNING
TRACT A
XISTING R•0.
POINT OF REFERENCE
TRACTS A & B
POINT OF BEGINNING
TRACT B
NOTES:
CURVE DATA
NO.
DELTA
RADIUS
LENGTH
CHORD
CHORD BEARING
CI
00°40'52"
11,420.00'
135.74'
135.74'
N 79°51'37" E
C2
24°36'35"
585.00'
251.27'
249.34'
S 58°13'06" W
C3
25°28'15"
615.00'
273.40'
271.15'
N 58°38'46" E
C4
00045114"
11,400.00'
150.00'
150.00'
S 81003119" W
C5
00°30'06"
11,420.00'
100.00'
100.00'
S 80°27'06" W
(C5)
(00°30'06")
(11,420.00')
(100.00')
(100.00')
(S 80026151" W)
(C6)
(04°00'540)
(11,420.00')
(800.27')
(800.11')
(S 78°11'20" W)
(C7)
(01031'25")
(11,400.00')
(303.14')
(303.13')
(S 81°27'36" W)
I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT TO THE BEST
OF MY KNOWLEDGE AND BELIEF AND THAT THE PROPERTY SHOWN HEREIN
WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY
DIRECTION AND SUPERVISION.
I) BEARING BASIS: 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 4203.
2) THIS SURVEY WAS PERFORMED WITHOUT
BENEFIT OF A TITLE SEARCH. THERE MAY BE
EASEMENTS OR OTHER DOCUMENTS AFFECTING
THIS PROPERTY THAT ARE NOT ADDRESSED
HEREON.
TRAVIS HORN DATE:
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5705
PAGE 3 OF 3
INLAND CIVIL°
ASSOCIATES
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD., ROUND ROCK, TX. 78681
PH. (512) 238-1200, FAX (512) 238-1251
PLAT SHOW/NG A 0.294 ACRE, 12,827 SQUARE FOOT
TRACT OF LAND (TRACT A), AND A 0.315 ACRE, 13,742
SQUARE FOOT TRACT OF LAND (TRACT B), OUT OF
THE ROBERT McNUTT SURVEY, ABSTRACT NO. 422,
IN WILLIAMSON COUNTY, TEXAS.
INLAND CIVIL"
ASSOCIATES
PROFESSIONAL LAND SURVEYORS
1504 Chisholm Trail Road, Suite 103
Round Rock, Texas 78681
(512) 238-1200 Phone
(512) 238-1251 Fax
EXHIBIT
A-2
DESCRIPTION OF A 2.092 ACRE (91,142 SQUARE FOOT) TRACT OF LAND OUT OF THE ROBERT
McNUTT SURVEY, ABSTRACT NUMBER 422, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION
OF THAT CALLED 218.28 ACRE TRACT OF LAND (TRACT 1), DESCRIBED IN THAT WARRANTY DEED
OF GIFT TO BEVERLY JOHNSON GORDON RECORDED IN DOCUMENT NO. 1998035986 OF THE
OFFICIAL RECORDS OF WILLIAMSON COUNY, TEXAS. SAID 2.092 ACRE (91,142 SQUARE FOOT)
TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING FOR REFERENCE at a found 1/2" iron rod with plastic cap in the southerly boundary line of that
called 106.60 acre tract of land (Tract 3), conveyed to Beverly Johnson Gordon by instrument recorded in Document
No. 1998035986 of the Official Records of Williamson County, Texas, being the northwest corner of said 218.28
acre tract and the northeast corner of that called 65.94 acre tract of land conveyed to Centex Homes by instrument
recorded in Document No. 2002040233 of the Official Public Records of Williamson County, Texas;
THENCE, with the common boundary line of said 106.60 acre tract and said 218.28 acre tract, N 87°40'58" E for a
distance of 1214.76 feet to a calculated point, being the northwesterly corner and POINT OF BEGINNING of the
herein described tract;
1) THENCE, continuing with said common boundary line N 87°40'58" E for a distance of 34.84 feet to a
calculated point, being the northeasterly corner of the herein described tract;
THENCE, departing said common boundary line, through the interior of said 218.28 acre tract, the following four
(4) courses:
2) S 28°14'12" W for a distance of 1424.53 feet to a calculated point at the beginning of a curve to the left;
3) Along said curve to the left, having a delta angle of 30°36' 13", a radius of 585.00 feet, an arc length of
312.47 feet, and a chord which bears S 12°56'03" W for a distance of 308.77 feet to a calculated point;
4) S 02°22'01" E for a distance of 533.87 feet to a calculated point at the beginning of a curve to the right;
5) Along said curve to the right, having a delta angle of 73°44'54", a radius of 615.00 feet, an arc length of
791.60 feet, and a chord which bears S 34°30'26" W for a distance of 738.07' feet to a calculated point in
the common boundary line of said 218.28 acre tract and Lot 1, Block "A", Replat of Pioneer Crossing
Commercial Tract according to the plat thereof recorded in Cabinet "Z", Slides 8-10 of the Plat Records of
Williamson County, Texas, being the most southerly corner of the herein described tract, from which a
found 1/2" iron rod in the existing northerly right-of-way line of U.S. Highway 79 (R.O.W. width varies),
being the southwesterly corner of said 218.28 acre tract and the southeasterly corner of said Lot 1 bears,
S 02°22'01" E, a distance of 3.25 feet;
6) THENCE, with the common boundary line of said 218.28 acre tract and said Lot 1, N 02°22'01" W for a
distance of 31.32 feet to a calculated point at the beginning of a curve to the left, from which said
Beginning for Reference point bears N 02°22'01" W, a distance of 2618.00 feet;
THENCE, departing said common boundary line, through the interior of said 218.28 acre tract, the following four
(4) courses:
7) Along said curve to the left, having a delta angle of 72°53'24", a radius of 585.00 feet, an arc length of
744.22 feet, and a chord which bears N 34°04'41" E for a distance of 695.04 feet to a calculated point;
Page 1 of 4
510 0 75
8) N 02°22'01" W for a distance of 533.87 feet to a calculated point at the beginning of a curve to the right;
9) Along said curve to the right, having a delta angle of 30°36'13", a radius of 615.00 feet, an arc length of
328,49 feet, and a chord which bears N 12°56'05" E for a distance of 324.60 feet to a calculated point;
10) N 28°14'12" E for a distance of 1406.82 feet to the POINT OF BEGINNING, containing 2.092 acres
(91,142 square feet) of land, more or less
BEARING BASIS: 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 4203.
NOTE: This description is accompanied by a separate plat of this survey.
Surveyed under the direction and supervision of the undersigned:
Travis Horn Date:
Registered Professional Land Surveyor No. 5705
Page 2 of 4
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PLAT TO ACCOMPANY DESCRIPTION
BEVERLY JOHNSON GORDON
(106.60 AC.)
DOC. NO. 1998035986
TRACT 3
O.R.W.C.T.
(N 89°08' E
N 87°40'58" E
N 87°40'58" E
POINT OF BEGINNING
1350.21')
1348.82'
1214.76'
BEVERLY JOHNSON GORDON
(21828 AC.)
DOC. NO. 1998035986
TRACT 1
O.R.W.C.T.
6
0
0 0
o ro
r0 Lit
O q_'7
200
SCALE I" = 200'
SNOW
LI
510075
BEVERLY JOHNSON GORDON
(REMAINING PORTION
OF 21.448 AC.)
DOC. NO. 2000009000
0.P.R.W.C.T.
NOTES:
I) BEARING BASIS: 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 4203.
2) THIS SURVEY WAS PERFORMED WITHOUT
BENEFIT OF A TITLE SEARCH. THERE MAY BE
EASEMENTS OR OTHER DOCUMENTS AFFECTING
THIS PROPERTY THAT ARE NOT ADDRESSED
HEREON.
LINE TABLE
LI
N 87°40'58" E
34.84'
L2
N 87°40'58" E
99.22'
L3
N 02°22'01" W
31.32'
L4
S 02°22'01" E
3.25'
CURVE DATA
NO.
DELTA
RADIUS
LENGTH
CHORD
CHORD BEARING
CI
30°36'13"
585.00'
312.47'
308.77'
S 12°56'03" W
C2
73°44'54"
615.00'
791.60'
738.07'
S 34°30'26" W
C3
72°53'24"
585.00'
744.22'
695.04'
N 34°04'41" E
C4
30°36'13"
615.00'
328.49'
324.60'
N 12°56'05" E
=NM OEM
PAGE 3 OF 4
INLAND CIVIL"
ASSOCIATES
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD., ROUND ROCK, TX. 78681
PH. (512) 238-1200, FAX (51 2) 238-1251
PLAT SHOWING A 2.092 ACRE, 91,142 SQUARE FOOT
TRACT OF LAND OUT OF THE ROBERT McNUTT SURVEY,
ABSTRACT NO. 422, IN WILLIAMSON COUNTY, TEXAS.
PLAT TO ACCOMPANY DESCRIPTION
_ 10075
100 0 100 200
SCALE I" = 200'
BEVERLY JOHNSON GORDON
(218.28 AC.)
DOC. NO. 1998035986
TRACT 1
O.R.W.C.T.
CENTEX HOMES
(65.94 AC.)
DOC. NO. 2002040233
0.P.R.W.C.T.
LOT I, BLOCK "A"
REPLAT OF
PIONEER CROSSING COMMERCIAL TRACT
CAB. "2", SL. 8-10, P.R.W.C.T.
LEGEND
I/2" IRON ROD WITH PLASTIC
CAP FOUND
• 1/2" IRON ROD FOUND
Q TXDOT TYPE Il MONUMENT FOUND
0 CALCULATED POINT
() RECORD INFORMATION
LINE BREAK
O.R.W.C.T. OFFICIAL RECORDS
WILLIAMSON COUNTY, TEXAS
P.R.W.C.T. PLAT RECORDS
WILLIAMSON COUNTY, TEXAS
0.P.R.W.C.T. OFFICIAL PUBLIC RECORDS
WILLIAMSON COUNTY, TEXAS
EXISTING R.O'W.
IGIWAY 79
1 HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT TO THE BEST
OF MY KNOWLEDGE AND BELIEF AND THAT THE PROPERTY SHOWN HEREIN
WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY
DIRECTION AND SUPERVIS11 ✓------.� �'
TRAVIS HORN DATE:
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5705
PAGE 4 OF 4
INLAND CIVIL"
ASSOCIATES
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD., ROUND ROCK, TX. 78681
PH. (512) 238-1200, FAX (512) 238-1251
PLAT SHOWING A 2.092 ACRE, 91,142 SQUARE FOOT
TRACT OF LAND OUT OF THE ROBERT McNUTT SURVEY,
ABSTRACT NO. 422, IN WILLIAMSON COUNTY, TEXAS.
INLAND CIVIL°
ASSOCIATES
PROFESSIONAL LAND SURVEYORS
1504 Chisholm Trail Road, Suite 103
Round Rock, Texas 78681
(512) 238-1200 Phone
(512) 238-1251 Fax
DESCRIPTION OF A 0.158 ACRE (6,900 SQUARE FOOT) TRACT OF LAND OUT OF THE ROBERT
McNUTT SURVEY, ABSTRACT NUMBER 422, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION
OF THAT CALLED 106.60 ACRE TRACT OF LAND (TRACT 3), DESCRIBED IN THAT WARRANTY DEED
OF GIFT TO BEVERLY JOHNSON GORDON RECORDED IN DOCUMENT NO. 1998035986 OF THE
OFFICIAL RECORDS OF WILLIAMSON COUNY, TEXAS. SAID 0.158 ACRE (6,900 SQUARE FOOT)
TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING FOR REFERENCE at a found 1/2" iron rod with plastic cap in the southerly boundary line of said
106.60 acre tract, being the northwest corner of that called 218.28 acre tract of land (Tract 1), conveyed to Beverly
Johnson Gordon by instrument recorded in Document No. 1998035986 of the Official Records of Williamson
County, Texas, and the northeast corner of that called 65.94 acre tract of land conveyed to Centex Homes by
instrument recorded in Document No. 2002040233 of the Official Public Records of Williamson County, Texas;
THENCE, with the common boundary line of said 106.60 acre tract and said 218.28 acre tract, N 87°40'58" E for a
distance of 1214.76 feet to a calculated point, being the southwesterly corner and POINT OF BEGINNING of the
herein described tract;
1) THENCE, departing the northerly boundary line of said 218.28 acre tract, through the interior of said
106.60 acre tract, N 28°14'12" E for a distance of 264.34 feet to a calculated point in the westerly
boundary line of the remaining portion of that called 21.448 acre tract of land conveyed to Beverly Johnson
Gordon by instrument recorded in Document No. 2000009000 of the Official Public Records of
Williamson County, Texas, being the most northerly corner of the herein described tract;
2) THENCE, with the common boundary line of said 106.60 acre tract and the remaining portion of said
21.448 acre tract, S 02°14'18" E for a distance of 59.15 feet to a calculated point;
3) THENCE, departing the westerly boundary line of the remaining portion of said 21.448 acre tract, through
the interior of said 106.60 acre tract, S 28°14'12" W for a distance of 195.65 feet to a calculated point in
the common boundary line of said 106.60 acre tract and said 218.28 acre tract, being the southeasterly
corner of the herein described tract;
4) THENCE, with said common boundary line, S 87°40'58" W for a distance of 34.84 feet to the POINT OF
BEGINNING, containing 0.158 acres (6,900 square feet) of land, more or less.
BEARING BASIS: 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 4203.
NOTE: This description is accompanied by a separate plat of this survey.
Surveyed under the direction and supervision of the undersigned:
Travis Horn
Registered Professional Land Surveyor No. 5705
Page 1 of 2
PLAT TO ACCOMPANY DESCRIPTION
LINE TABLE
LI
S 02°14'18" E
59.15'
L2
S 87°40'58" W
34.84'
L3
N 87°40'58" E
99.22'
SCALE I" = 100'
LEGEND
O
O
1
O.R.W.C.T.
I/2" IRON ROD WITH PLASTIC
CAP FOUND
CALCULATED POINT
RECORD INFORMATION
LINE BREAK
OFFICIAL RECORDS
WILLIAMSON COUNTY, TEXAS
0.P.R.W.C.T. OFFICIAL PUBLIC RECORDS
WILLIAMSON COUNTY, TEXAS
BEVERLY JOHNSON GORDON
(106.60 AC.)
DOC. N0. 1998035986
TRACT 3
O.R.W.C.T.
POINT OF REFERENCE)
N 87°40'58" E____±.1.14.761
N 87°40'58" E
(N 89°08' E
POINT OF BEGINNING
1348.82'
1350.21')
NOTES:
CENTEX HOMES
(65.94 AC.)
DOC. NO. 2002040233
0.P.R.W.C.T.
BEVERLY JOHNSON GORDON
(218.28 AC.)
DOC. NO. 1998035986
TRACT 1
O.R.W.C.T.
I) BEARING BASIS: 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 4203.
2) THIS SURVEY WAS PERFORMED WITHOUT
BENEFIT OF A TITLE SEARCH. THERE MAY BE
EASEMENTS OR OTHER DOCUMENTS AFFECTING
THIS PROPERTY THAT ARE NOT ADDRESSED
HEREON.
I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT TO THE BEST
OF MY KNOWLEDGE AND BELIEF AND THAT THE PROPERTY SHOWN HEREIN
WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY
DIRECTION AND SUPERVISION.
TRAVIS HORN DATE:
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5705
PAGE 2 OF 2
INLAND CIVIL"
ASSOCIATES i
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD., ROUND ROCK, TX. 78681
PH. (512) 238-1200, FAX (512) 238-1251
PLAT SHOWING A 0.158 ACRE, 6,900 SQUARE FOOT
TRACT OF LAND OUT OF THE ROBERT McNUTT SURVEY,
ABSTRACT NO. 422, IN WILLIAMSON COUNTY, TEXAS.
INLAND CIVIL
ASSOCIATES
PROFESSIONAL LAND SURVEYORS
1504 Chisholm Trail Road, Suite 103
Round Rock, Texas 78681
(512) 238-1200 Phone
(512) 238-1251 Fax
EXHIBIT
A-4
DESCRIPTION OF A 0.384 ACRE (16,711 SQUARE FOOT) TRACT OF LAND OUT OF THE
ROBERT McNUTT SURVEY, ABSTRACT NUMBER 422, IN WILLIAMSON COUNTY, TEXAS,
BEING A PART OF THE REMAINING PORTION OF THAT CALLED 21.448 ACRE TRACT OF
LAND DESCRIBED IN THAT CASH WARRANTY DEED TO BEVERLY JOHNSON GORDON
RECORDED IN DOCUMENT NO. 2000009000 OF THE OFFICIAL PUBLIC RECORDS OF
WILLIAMSON COUNY, TEXAS. SAID 0.384 ACRE (16,711 SQUARE FOOT) TRACT OF LAND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING FOR REFERENCE at a found 1/2" iron rod with plastic cap in the westerly boundary
line of that called 2.50 acre tract of land (Tract 1), conveyed to Chinmaya Mission Austin by instrument
recorded in Document No. 2001046382 of the Official Public Records of Williamson County, Texas,
being the northeasterly corner of that called 4.14 acre tract of land (Tract 2), conveyed to Chinmaya
Mission Austin by said instrument recorded in Document No. 2001046382 of the Official Public Records
of Williamson County, Texas, and an exterior ell corner in the southerly boundary line of that called
87.291 acre tract of land conveyed to Round Staff Partners, LP, by instrument recorded in Document No.
2005083809 of the Official Public Records of Williamson County, Texas;
THENCE, departing the westerly boundary line of said 2.50 acre tract, with the common boundary line
of said 4.14 acre tract and said 87.291 acre tract, N 71°20'23" W for a distance of 580.15 feet to a found
1/2" iron rod with plastic cap, being the northwest corner of said 4.14 acre tract and the northeast corner
of the remaining portion of said 21.448 acre tract, same being the northeast corner and POINT OF
BEGINNING of the herein described tract of land;
1) THENCE, departing the southerly boundary line of said 87.291 acre tract, with in part, the
westerly boundary line of said 4.14 acre tract, S 28°14'12" W, passing at a distance of 175.49
feet a found 1/2" iron rod with plastic cap, being the most westerly corner of said 4.14 acre tract
and an interior ell corner of the remaining portion of said 21.448 acre tract, and continuing
through the interior of the remaining portion of said 21.448 acre tract for a total distance of
585.11 feet to a calculated point in the westerly boundary line of said 21.448 acre tract, same
being the easterly boundary line of that called 106.60 acre tract of land (Tract 3), conveyed to
Beverly Johnson Gordon by instrument recorded in Document No. 1998035986 of the Official
Records of Williamson County, Texas, being the most southerly corner of the herein described
tract;
2) THENCE, with the common boundary line of the remaining portion of said 21.448 acre tract and
said 106.60 acre tract, N 02°14'18" W for a distance of 59.15 feet to a calculated point;
3) THENCE, departing the easterly boundary line of said 106.60 acre tract, through the interior of
said 21.448 acre tract, N 28°14'12" E for a distance of 529.07 feet to a calculated point in the
common boundary line of the remaining portion of said 21.448 acre tract and said 87.291 acre
tract, being the northwesterly corner of the herein described tract;
Page 1 of 3
4) THENCE, with said common boundary line, S 71°20'23" E for a distance of 30.42 feet to the
POINT OF BEGINNING, containing 0.384 acres (16,711 square feet) of land, more or less.
BEARING BASIS: 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 4203.
NOTE: This description is accompanied by a separate plat of this survey.
Surveyed under the direction and supervision of the undersigned:
l
Travis Horn Date:
Registered Professional Land Surveyor No. 5705
Page 2 of 3
PLAT TO ACCOMPANY DESCRIP 1"ION
POINT OF BEGINNING
ROUND STAFF PARTNERS, LP
(87.291 AC.)
DOC. NO. 2005083809
0.P.R.W.C.T.
SCALE I" = 100'
POINT OF REFERENCE
CHINMAYA MISSION AUSTIN
(4.14 AC.)
DOC. NO. 2001046382
TRACT 2
0.P.R.W.C.T.
z
0
0
ce
0
z
0
U)
z
0
>-
J
ce
w
W
BEVERLY JOHNSON GORDON
(REMAINING PORTION
OF 21.448 AC.)
DOC. NO. 2000009000
0.P.R.W.C.T.
LINE TABLE
LI
N 02°14'18" W
59.15'
L2
S 71020123" E
30.42'
LEGEND
NOTES:
@ 1/2" IRON ROD WITH PLASTIC
CAP FOUND
CALCULATED POINT
RECORD INFORMATION
LINE BREAK
I) BEARING BASIS: 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 4203.
2) THIS SURVEY WAS PERFORMED WITHOUT
BENEFIT OF A TITLE SEARCH. THERE MAY BE
EASEMENTS OR OTHER DOCUMENTS AFFECTING
THIS PROPERTY THAT ARE NOT ADDRESSED
HEREON.
OFFICIAL RECORDS
WILLIAMSON COUNTY, TEXAS
0.P.R.W.C.T. OFFICIAL PUBLIC RECORDS
WILLIAMSON COUNTY, TEXAS
I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT TO THE BEST
OF MY KNOWLEDGE AND BELIEF AND THAT THE PROPERTY SHOWN HEREIN
WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY
DIRECTION AND SUPERVISIONY
TRAVIS HORN f ° DATE:
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5705
PAGE 3 OF 3
INLAND CIVIL
ASSOC IATES
PROFESSIONAL LAND SURVEYORS
1504 CHISHOLM TRAIL RD., ROUND ROCK, TX. 78681
PH. (512) 238-1200, FAX (512) 238-1251
F
PLAT SHOWING A 0.384 ACRE, 16,711 SQUARE FOOT
TRACT OF LAND OUT OF THE ROBERT McNUTT SURVEY,
ABSTRACT NO. 422, IN WILLIAMSON COUNTY, TEXAS.
DATE: March 2, 2006
SUBJECT: City Council Meeting - March 9, 2006
ITEM: 8.A.1. Consider an ordinance determining the public necessity for the
acquisition of a permanent tunnel wastewater line easement on a
2.092 -acre tract, a 0.158 -acre tract and a 0.384 -acre tract, and a
0.609 acre temporary staging and storage easement for the McNutt
Creek Wastewater Interceptor, and if necessary, authorizing the
City Attorney to initiate eminent domain proceedings. (Tunnel
Easement -Beverly Johnson Gordon) (First Reading)
Department: Legal
Staff Person: Steve Sheets, City Attorney
Justification:
Authorization to initiate eminent domain proceedings to acquire the various acreage to
complete the McNutt Creek Wastewater Interceptor Tunnel Easement.
Funding:
Cost: N/A
Source of funds: Wastewater Construction Funds
Outside Resources: Sheets & Crossfield, P.C.
Background Information: N/A
Public Comment: N/A