R-06-02-09-10E2 - 2/9/2006RESOLUTION NO. R -06-02-09-10E2
WHEREAS, the City of Round Rock has received a Petition for
Consent to the Creation of a Municipal Utility District, proposed to be
known as Walsh Ranch Municipal Utility District, upon certain land
located in the City's extraterritorial jurisdiction, a copy of which
petition is attached hereto as Exhibit "1", and
WHEREAS,Section 54.016 of the Texas Water Code and Section 42.042
of the Local Government Code provide that land within a city's
extraterritorial jurisdiction may not be included within a district
without the city's written consent, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the City hereby gives its written consent to the creation of
a municipal utility district, proposed to be known as Walsh Ranch
Municipal Utility District, on the land described in the attached
petition, being 101.91 acres of land, more fully described by metes and
bounds on Exhibit "2".
The City Council hereby finds and declares that written notice of
the date, hour, place and subject of the meeting at which this
Resolution was adopted was posted and that such meeting was open to the
public as required by law at all times during which this Resolution and
the subject matter hereof were discussed, considered and formally acted
upon, all as required by the Open Meetings Act, Chapter 551, Texas
Government Code, as amended
RESOLVED this 9th day of February 2 ►. 6 `,
ATTEST
NYL XWELh, May r ALAt4 McEa 'AW
ity of Round Rock, Texas tY1a-LioY-te.orN
CHRISTINE R. MARTINEZ, City Secreta
@PFDesktop\::ODMA/WORLDOX/O:/WDOX/RESOLUTI/R60209E2.WPD/SC
EXHIBIT
PETITION FOR CONSENT TO THE CREATION
OF A MUNICIPAL UTILITY DISTRICT
IN THE MATTER OF WALSH RANCH §
MUNICIPAL UTILITY DISTRICT
WILLIAMSON COUNTY, TEXAS
TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF ROUND
ROCK, TEXAS:
The undersigned (the "Petitioner"), holding title to the land described below and acting
pursuant to the provisions of Chapter 49 and 54, Texas Water Code and Section 42.042, Local
Government Code, respectfully petitions the City Council of the City of Round Rock, Texas, for
its written consent to the creation of a municipal utility district over the following—described land
and, in support thereat would show the following:
L
The name of the proposed district is WALSH RANCH MUNICIPAL UTILITY
DISTRICT (the "District").
11.
The District will be created and organized under the teinis and provisions of Article XVI,
Section 59 of the Texas Constitution and Chapters 49 and 54, Texas Water Code.
III
The District will, contain a total of approximately 101.91 acres of land, more or less,
situated in Williamson County, Texas out of which the undersigned owns approximately 99.52
acres. All of the land proposed to be included in the District is located within the extraterritorial
jurisdiction of the City of Round Rock, Texas (the "City"). All of the land proposed to be
1
included within the District is describedby metes and bounds on Exhibit ''A" which is attached
hereto and incorporated herein for all purposes.
IV.
Petitioner holds title to land proposed to be included within the District and is the owner
of a majority in value of the holders of title of the land within the proposed district as indicated
by the tax rolls of Williamson County, Texas.
V.
The general nature of the work to be done by the District at the present time is the design,
construction, acquisition, maintenance and operation of a waterworks and sanitary sewer system
for domestic and commercial purposes, and the construction, acquisition, improvement,
extension, maintenance and operation of works, improvements, facilities, plants, equipment and
appliances helpful or necessary to provide more adequate drainage for the District, and to
control, abate and amend local storm waters or other harmful excesses of waters, and such other
construction, acquisition, improvement, maintenance and operation of such additional facilities,
systems, plants and enterprises (including recreational and park facilities) as shall be consonant
with all of the purposes for which the District is created.
VI.
There is a necessity for the above-described work, because there is not now available
within the area, which will be developed for single family residential uses, an adequate
waterworks system, sanitary sewer system, or drainage and storm sewer system. The health and
welfare of the present and future inhabitants of the area and of the territories adjacent thereto
require the purchase, design, construction, acquisition, ownership, operation, repair,
improvement and extension of an adequate waterworks system, sanitary sewer system, and
2
drainage and stone sewer system. A public necessity, therefore, exists for the creation of the
District, to provide for the purchase, design, construction, acquisition, ownership, operation,
repair, improvement and extension of such waterworks system, sanitary sewer system, and
drainage and storm sewer system, to promote the purity and sanitary condition of the State' s
waters and the public health and welfare of the community.
VII.
. A preliminary investigation has been made to determine the cost of the proposed
District's project, and it is now estimated by the Petitioner, from such information as it has at this
time, that such cost will be approximately $9,670,000.00.
WHEREFORE, Petitioner prays that this petition be heard and that the governing body of
the City duly pass and approve an ordinance or resolution granting consent to the creation of the
District and authorizing the inclusion of the land described herein within the District.
RESPECTFULLY SUBMITTED this / day of S-affi, 2005.
PETITIONER:
MERTON 100, L.P.
a Texas limited partnership
By: RR/ Bandon Dunes Company, L.L.C.
a Texas limited liability company, its
General Partner •
By / `-
Robert D. Wunsch, President
3
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
This instrument was acknowledged before me on c `Y' -
%) S , by
Robert D. Wunsch, President of RR/Bandon Dimes Company, L.L.C., a Texas limited liability
company, General Partner, on behalf' of Merion 100, L.P., a Texas limited partnership.
(SEAL)
NOTARY PUBLI , STATE OF TEXAS
R,HINOJOSA
NOUBLIC
TAof Tex
Gomm, FP• 0511 6
4
101.91 ACRES
M.U.D. TRACT
EXHIBIT_L
DESCRIPTION
FN NO 971
AUGUST 24, 2005
JOB NO. 213-32.61
OF A 101.91 ACRE TRACT OF LAND OUT OF AND PART OF THE WILLIAM KINCAID
SURVEY, ABSTRACT NO. 374, AND THE EPHRAIM EVANS SURVEY, ABSTRACT NO. 212,
SITUATED IN WILLIAMSON COUNTY, TEXAS; SAID 101.91 ACRE TRACT OR PARCEL OF
LAND BEING A 99.52 ACRE TRACT CONVEYED TO MERTON 100, L.P., RECORDED IN
DOCUMENT NO. 200409314 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY, TEXAS, AND A 2.39 ACRE PORTION OF A 3.80 ACRE TRACT CONVEYED TO
WILLIAMSON COUNTY, TEXAS, RECORDED IN DOCUMENT NO. 2005063737, OF THE
OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 101.91 ACRE
TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING at a 1/2 inch iron rod found at the southeast corner of said 99.52 acre tract, and a southwest
corner of a 474.91 acre tract conveyed to Hy -Land North Joint Venture, in Volume .639, Page 693, of the
Deed Records of Williamson County, Texas, same being in the north line of Sam Bass Road (county rd. 175);
THENCE along the south line of said 99.52 acre tract and the north line of Sara Bass Road, the following
seven (7) courses and distances:
1) S 8 7°05'32"W, a distance of 104.58 feet to a 18 inch live oak tree, for an angle point hereof;
2) N87°50'52"W, a distance of 275.11 feet to a 1/2 inch iron rod found, for an angle point hereof;
3) S88°15145"W, a distance of 519.78 feet to a 1/2 inch iron rod found, for an angle point hereof;
4) N89°08'50"W, a distance of 695,48 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) Found, for an angle point hereof;
5) N57°19'39"W, a distance of 41.12 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found, for an angle point hereof,
6) N53°14'50"W, a distance of 44.64 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found, for an angle point hereof; and
7) N71°30'50"W, a distance of 14.17 feet to a calculated point for the southeast corner of said 40.41 acre
tract, and a point on line hereof;
THENCE leaving the south line of said 99.52 acre tract, along the south line of said 3.80 acre tract and the
north line of said Sam Bass Road, N71°30'50"W, a distance of 82.72 feet to a calculated point for an angle
point hereof;
THENCE leaving the north line of Sam Bass Road through said 3.80 acre tract, N22°40'37"B, a distance of
41.28 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate Surveying, Inc.) found, for the
southwest comer of a 0.06 portion of said 99.52 acre tract, for a point on line hereof;
THENCE along the common line of said 0.06 acre tract and said 40.41 acre tract, the following. two (2)
courses and distances:
1) N22°40'37"E, a distance of 53.80 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found for an ell corner hereof; and
FN971
PAGE TWO
2) S67°19'23"E, a distance of 50.00 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found in the common line of said 3.80 acre tract and said 40.41 acre tract for an ell
corner hereof;
THENCE leaving the common line of said 0.06 acre tract and said 40.41 acre tract and along the common
line of said 3.80 acre tract and said 40.41 acre tract the following seven (7) courses and distances:
1) N22°40'37"E, a distance of 1091.75 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) set for a point of curvature hereof;
2) along a curve to the left, having a radius of 767.50 feet, a delta angle of 04045'32", a chord distance of
63.73 feet (chord bears N20°17'51"E), an arc distance of 63.75 feet to a 1/2 inch iron rod with plastic
surveyor's cap (Interstate Surveying, Inc.) set for a point of compound curvature hereof;
3) along a curve to the left, having a radius of 25.00 feet, a delta angle of 89°21'14", a chord distance of
35.16 feet (chord bears N26°45'32"W), an arc distance of 38.99 feet to a 1/2 inch iron rod. with plastic
surveyor's cap (Interstate Surveying, Inc.) set for a point of reverse curvature hereof;
4) along a curve to the right, having a radius of 832.50 feet, a delta angle of 04°06'46", a chord distance
of 59.75 feet (chord bears N69°22'47"W), an arc distance of 59.76 feet to a 1/2 inch iron rod with
plastic surveyor's cap (Interstate Surveying, Inc.) set for a point of tangency hereof;
5) N67°19'23"W, a distance of 560.04 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) set for a point of curvature hereof;
6) along a curve to the left, having a radius of 767.50 feet, a delta angle of 43°43'11", a chord distance of
571.54 feet (chord bears N89°10'58"W), an arc distance of 585.64 feet to a 1/2 inch iron rod with
plastic surveyor's cap (Interstate Surveying, Inc.) set for a point of tangency hereof; and
7) S68°57'26"W, a distance of 561.01 feet to a 1/2 inch iron rod with plastic surveyor's. cap (Interstate
Surveying, Inc.) found at an ell corner of said 40.41 acre tract, for an ell corner hereof;
THENCE leaving the common line of said 3.80 acre tract and said 40.41 acre tract, along the common line
of said 40,41 acre tract and said 99.52 acre tract, the following two (2) courses and distances:
1) S 19°37'56"E, a distance of 25.01 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found for an ell comer hereof; and
2) S68°57'26"W, a distance of 25.01 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found in the east line of said tract i and an ell corner of said 99.52 acre tract and said
40.41 acre tract, for an ell corner hereof;
THENCE leaving the west line of said 40.41 acre tract, along the common line of said 99.52 acre tract and
Tract 1, conveyed to Brushy Creek Municipal Utility District, recorded in Document No. 2004019077, of the
Official Public Records of Williamson County, Texas, N19°37'57"W, a distance of 25.01 feet to a 1/2 inch
iron rod with plastic surveyor's cap (Interstate Surveying, Inc.) found for an ell corner of said 3.80 acre tract,
and a point on line hereof;
THENCE leaving the west line of said 99.52 acre tract, along the west line of said 3.80 acre tract and the
east line of said Tract 1, N19°37"57"W, a distance of 32.51 feet to a 1/2 inch iron rod with plastic surveyor's
cap (Interstate Surveying, Inc.) found for the northwest corner of said 3.80 acre tract and an ell corner of said
99.52 acre tract, for a point on line hereof;
FN 971
Page THREE
THENCE leaving the west line of said 3.80 acre tract; along the common line of said 99.52 acre tract and
said Tract 1, N19°37'57"W, a distance of 888.29 feet to a 1/2 inch iron rod with plastic surveyor's cap
(Interstate Surveying, Inc.) found for the northwest corner of said 99.52 acre tract and the southwest comer of
Tract 2, conveyed to Brushy Creek Iviunicipal Utility District, recorded in Document No. 2004019077, of the
Official Public Records of Williamson County, Texas, for the northwest corner hereof;
THENCE leaving the east line of said Tract 1, along the common line of said Tract 2 and said 99.52 acre
tract, N69 28 27 E, a distance of' 2286.14 feet to a 1/2 inch iron rod found at the southeast corner of said
Tract 2 and the northeast comer of said 99.52 acre tract same being in the west line of said Hy -Land North
Joint Venture, for the northeast coner hereof;
THENCE along the common line of said 99.52 acre tract and said Hy -Land North Joint Venture tract,
S20°33'16"E, a distance of 3150.32 feet to the POINT OF BEGINNING, containing 101.91 acres of land
area, more or Less, within these metes and bounds.
This fieldnote description has been prepared in conjunction with a digital survey drawing identified as Interstate Surveying, Inc., drawing
file "21332MUD.dwg".
STATE OF TEXAS §
IQ\IOW ALL BY THESE PRESENTS §
COUNTY OF WILLIAMSON §
THAT 1, BLAINE J. MILLER, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY
CERTIFY THAT THE ABOVE DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BET :1 -RF , AND THAT THE PROPERTY DESCRIBRT) HEREIN WAS
DETERMINED BY A SURVEY MADE ON THE GROUND UND.BR MY DIRECTION AND
SUPERVISION.
WITNESS MY HAND AND SEAL AT AUSTIN, WILLIAMSON COUNTY,
TEXAS, THIS 24th DAY OF AUGUST, 2005 A.D.
Mid
BLAINE J. MILLER, RP.L.S.
STATE OF TEXAS NO.5121
INTERSTATE SURVEYING, INC.
13740N. HWY 183, BLDG. L-4
Austin, Texas 7875D
(FN 951-10001FN-971)
101.91 ACRES
M.U.D. TRACT
EXHIBIT ;Z.
FNNO971
AUGUST 24, 2005
JOB NO. 213-32.61
DESCRIPTION
OF A 101.91 ACRE TRACT OF LAND OUT OF AND PART OF THE 'WILLIAM KINCAID
SURVEY, ABSTRACT N0. 374, AND THE EPHRAIM EVANS SURVEY, ABSTRACT NO. 212,
SITUATED IN WILLIAMSON COUNTY, 11,XAS; SAID 101.91 ACRE TRACT OR PARCEL OF
LAND BEING A 99.52 ACRE TRACT CONVEYED TO MERION 100, LP., RECORDED IN
DOCUMENT NO. 200409314 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON
COUNTY, TEXAS, AND A 2.39 ACRE PORTION OF A 3.80 ACRE TRACT CONVEYED TO
WILLIAMSON COUNTY, TEXAS, RECORDED IN DOCUMENT NO. 2005063737, OF THE
OFFICLAI. PUBLIC {RECORDS OF WILLIAMSON
DCOUNTY,
� �D BY METES AND BOUNDS AS
TRACT OF' LAND BEING MORE PAR
FOLLOWS:
BEGINNING at a 1/2 inch iron rod found at the southeast comer of said 99.52 acre tract, and a southwest
corner of a 474.91 acre tract conveyed to Hy -Land North Joint Venture, in Volume 639, Page 693, of the
Deed Records of Williamson County, Texas, same being in the north line of Sam Bass Road (county rd. 175);
THENCE along the south line of said 99.52 acre tract and the north line of Sam Bass Road, the following
seven (7) courses and distances:
1) 587°05'32"W, a distance of 104.58 feet to a 18 inch live oak tree, for an angle point hereof;
2) N87°50'52"W, a distance of 275.11 feet to a 1/2 inch iron rod found, for an angle point hereof;
3) S88°15'45"W, a distance of 519.78 feet to a 1/2 inch iron rod found, for an angle point hereof;
4) N89°08'50"W, a distance of 695.48 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) Found, for an angle point hereof;
5) N57°19'39"W, a distance of 41.12 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found, for an angle point hereof;
6) N53°14'50"W, a distance of 44.64 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found, for an angle point hereof; and
7) N71°30'50"W, a distance of 14.17 feet to a calculated point for the southeast comer of said 40.41 acre
tract, and a point on line hereof;
THENCE leaving the south line of said 99.52 acre tract, along the south line of said 3.80 acre tract and the
north line of said Sam Bass Road, N71°30'50"W, a distance of 82.72 feet to a calculated point for an angle
point hereof;
THENCE leaving the north line of Sam Bass Road through said 3.80 acre tract,N22°40'37"E, a distance of
4128 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate Surveying, Inc.) found, for the
southwest corner of a 0.06 portion of said 99.52 acre tract, for a point on line hereof;
TJ -ll NCE along the common line of said 0.06 acre tract and said 40.41 acre tract, the following two (2)
courses and distances:
1) N22°40'37"E, a distance of 53.80 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found for an ell corner hereof; and
FN 971
PAGE TWO
2) S67°19'23'1E, a distance of 50.00 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found in the common line of said 3.80 acre tract and said 40.41 acre tract for an ell
corner hereof;
THENCE leaving.the common line of said 0.06 acre tract and said 40.41 acre tract and along the common
line of said 3.80 acre tract and said 40.41 acre tract the following seven (7) courses and distances:
1) N22°40'37"E, a distance of 1091.75 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) set for a point of curvature hereof;
2) along a curve to the left, having a radius of 767.50 feet, a delta angle of 04°45'32", a chord distance of
63.73 feet (chord bears N20°17'51"E), an arc distance of 63.75 feet to a 1/2 inch iron rod with plastic
surveyor's cap (Interstate Surveying, Inc.) set for a point of compound curvature hereof;
3) along a curve to the left, having a radius of 25.00 feet, a delta angle of. 89°21'14", a chord distance of
35.16 feet (chord bears N26°45'32"W), an arc distance of 38.99 feet to a 1/2 inch iron rod with plastic
surveyor's cap (Interstate Surveying, Inc.) set for a point of reverse curvature hereof;
4) along a curve to the right, having a radius of 832.50 feet, a delta angle of 04°06'46", a chord distance
of 59.75 feet (chord bears N69°22'47"W), an arc distance of 59.76 feet to a 1/2 inch iron rod with
plastic surveyor's cap (Interstate Smveying, Inc.) set for a point of tangency hereof;
5) N67°19'23"W, a distance of 560.04 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) set for a point of curvature hereof;
6) along a curve to the left, having a radius of 767.50 feet, a delta angle of 43°43'11", a chord distance of
571.54 feet (chord bears N89°10'58"W), an arc distance of 585.64 feet to a 312 inch iron rod with
plastic surveyor's cap (Interstate Surveying, Inc.) set for a point of tangency hereof; and
7) 568°57'26"W, a distance of 561.01 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found at an ell corner of said 40.41 acre tract, for an ell comer hereof;
THENCE leaving the common line of said 3.80 acre tract and said 40.41 acre tract, along the common line
of said 40.41 acre tract and said 99.52 acre tract, the following two (2) courses and distances:
1) S 19°37'56"E, a distance of 25.01 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found for an ell corner hereof; and
2) S68°57'26"W, a distance of 25.01 feet to a 1/2 inch iron rod with plastic surveyor's cap (Interstate
Surveying, Inc.) found in the east line of said tract i and an ell corner of said 99.52 acre tract and said
40.41 acre tract, for an ell corner hereof;
THENCE leaving the west line of said 40.41 acre tract, along the common line of said 99.52 acre tract and
Tract 1, conveyed to Brushy Creek Municipal Utility District, recorded in Document No. 2004019077, of the
Official Public Records of Williamson County, Texas, N 19°37'57"W, a distance of 25.01 feet to a 1/2 inch
iron rod with plastic surveyor's cap (Interstate Surveying, Inc.) found for an ell comer of said 3.80 acre tract,
and a point on line hereof;
THENCE leaving the west line of said 99.52 acre tract, along the west line of said 3.80 acre tract and the
east line of said Tract 1, N19°37'57"W, a distance of 32.51 feet to a 1/2 inch iron rod with plastic surveyor's
cap (Interstate Surveying, Inc.) found for the northwest corner of said 3.80 acre tract and an ell corner of said
99.52 acre tract, for a point on line hereof,
FN 973
Page THREE
THENCE leaving the west line,of said 3.80 acre tract, along the common line of said 99.52 acre tract and
said Tract 1, N19'37'57"W, a distance of 888.29 feet to a 1/2 inch iron rod with plastic surveyor's cap
(interstate Surveying, Inc.) found for the northwest corner of said 99.52 acre tract and the southwest corner of
Tract 2, conveyed to Brushy Creek Ivlunicipal Utility District, recorded in Document No. 2004019077, of the
Official Public Records of Williamson County, Texas, for the northwest corner hereof;
THENCE leaving the east line of said Tract 1, along the common line of said Tract 2 and said 99.52 acre
tract, N69°28'27''E, a distance of 2286.14 feet to a 1/2 inch iron rod found at the southeast corner of said
Tract 2 and the northeast corner of said 99.52 acre tract same being in the west line of said Hy Land North
JointVenture, for the northeast Goner hereof;
THENCE along the common line of said 99.52 acre tract and said Hy -Land North Joint Venture tract,
820°33'16"E, a distance of 3150.32 feet to the POINT OF BEGINNING, containing 101.91 acres of land
area, more or less, within these metes and bounds.
This fieldnote description has been prepared in conjunction with a digital survey drawing identified as Interstate Surveying, Inc., drawing
file "213321vIUD.dwg".
STATE OF TEXAS §
KNOW ALL BY THESE PRESENTS §
COUNTY OF WILLIAMSON §
THAT I, BLAINE 1 MILLER, A REGISTERED
CERTIFY THAT THE ABOVE DESCRIPTION
IG*IOWLEDGE AND BELIEF .AND THAT
DETERMINED BY A SURVEY MADE ON
SUPERVISION.
WITNESS MY HAND AND SEAL AT AUSTIN, WILLIAMSON COUNTY,
TEXAS, THIS 24th DAY OF AUGUST, 2005 A.D.
PROFESSIONAL LAND SURVEYOR, DO HEREBY
IS TRUE AND CORRECT TO THE BEST OF MY
THE PROPERTY DESCRIBED HEREIN WAS
THE GROUND UNDER MY DIRECTION AND
"�
BLAINE I. MILLER, RP.L.S.
STATE OF TEXAS N0.5121
INTERSTATE SURVEYING, INC.
13740 N, HWY 183, BLDG. L-4
Austin, Texas 78750
(F11 957-100MM-971)
DATE: February 2, 2006
SUBJECT: City Council Meeting - February 9, 2006
ITEM: 10.E.2. Consider a resolution granting the consent of the City to the creation
of Walsh Ranch Municipal Utility District.
Department: Planning and Community Development Department
Staff Person: Jim Stendebach, Planning and Community Development Director
Justification:
The Walsh Ranch, located west of Behrens Ranch on Sam Bass Road has a preliminary plat
approved.
Funding:
Cost: N/A
Source of funds: N/A
Outside Resources: N/A
Background Information:
The Consent Agreement and creation of Walsh Ranch Municipal Utility District was approved on
October 13, 2005. As part of the application to the T.C.E.Q., the developer has requested this
resolution.
Public Comment: N/A