HomeMy WebLinkAboutORD 99-22 - Village PID #1ORDINANCE
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
GEORGETOWN, TEXAS, CLOSING PUBLIC HEARING; LEVYING
ASSESSMENTS FOR THE COST AND MAINTENANCE OF CERTAIN
IMPROVEMENTS TO BE PROVIDED IN THE GEORGETOWN VILLAGE
PUBLIC IMPROVEMENT DISTRICT NO. 1; FIXING LIENS AND CHARGES
AGAINST PROPERTY IN THE DISTRICT AND AGAINST THE OWNERS
THEREOF; PROVIDING A DATE FOR, AND A METHOD OF,
COLLECTION; REPEALING CONFLICTING ORDINANCES AND
RESOLUTIONS; INCLUDING A SEVERABILITY CLAUSE; AND
ESTABLISHING AN EFFECTIVE DATE.
WHEREAS, pursuant to Chapter 372 of the Local Government Code and
Resolution No. 990223-N approved by the City Council on February 23, 1999, the City
Council authorized the creation of the Georgetown Village Public Improvement District No.
1 (the "District"); and
WHEREAS, pursuant to Chapter 372 of the Local Government Code, the statutory
notice of a public hearing on April 13, 1999 to consider the levy of the proposed
reassessments on real property within the District was accomplished; and
WHEREAS, after notice was provided as required by Chapter 372 of the Local
Government Code, the City Council of the City of Georgetown on March 23, 1999, held a
public hearing to consider the levy of the proposed assessments on property within the
District, heard and passed on any objections to the proposed assessments and closed the
public hearing.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
GEORGETOWN, TEXAS:
SECTION 1. The facts and recitations contained in the preamble of this ordinance
are hereby found and declared to be true and correct, and are incorporated by reference
herein and expressly made a part hereof, as if copied verbatim. The City Council hereby
finds that this resolution implements the following Centur Plan Elements:
• Growth & Physical Development Policy 7.0 of the Century Plan - Policy Plan
Element, which states: "Georgetown's land uses support economic, cultural and
social activities for all residents, businesses and organizations; and the City's
development process encourages new and infill development"; and
Ordinance
Levying Assessment - Georgetown Village
PID No. 1
ag
I
• Finance Policy 5.0 of the Century Plan - Policy Plan Element, which states: "All
municipal operations are conducted in an efficient business -like manner and
sufficient financial resources for both short-term and long-term needs are provided.'
and further finds that the adoption of this ordinance is not inconsistent or in conflict with
any other Century Plan Policies, as required by Section 2.03 of the Administrative Chapter
of the Policy Plan.
SECTION 2. The action of the City Council closing the April 13, 1999 public hearing
in these proceedings is hereby ratified and confirmed.
SECTION 3. The City Council hereby approves the Assessment Plan (the
"Assessment Plan") attached hereto as Exhibit "A".
SECTION 4. The City Council finds that the assessments as set forth in the
Assessment Plan attached hereto as Exhibit "A" should be made and levied against the
respective parcels of property within the District and against the owners thereof, and are
substantially in proportion to the benefits to the respective parcels of property by means
of improvements in the District for which such assessments are levied, and establish
substantial justice and equality and uniformity between the respective owners to the
respective properties and between all parties concerned considering the benefits received
and burdens imposed, and further finds that in each case the property assessed is
specially benefitted by means of the said improvements in the District, and further finds that
the apportionment of the cost of the services is in accordance with the law in force in this
City and State and the proceedings of the City heretofore had with reference to the
formation of the District and the imposition of the assessments for said improvements are
in all respects valid and regular.
SECTION 5. There shall be and is hereby levied and assessed against the parcels
of property within the District, and against the real and true owners thereof (whether such
owners be correctly named or not), the assessments as listed in Exhibit "A" attached
hereto and made a part hereof.
SECTION 6. The assessments above mentioned and assessed against the said
parcels of property and the owners thereof, plus penalties and interest as stated in Section
33.01 et seq of the Texas Tax Code, V.A.T.S., together with reasonable attorney's fees
and costs of collection, if incurred, are hereby declared to be and are made a first, prior
and superior lien upon the respective parcels of property against which the same are
assessed, and a personal liability and charge against the real and true owners of such
property, whether such owners be named herein or not, and the said liens shall be and
constitute the first enforceable lien and claim against the property on which such
assessments are levied, and shall be a first and paramount lien thereon, superior to all
other liens and claims except State, County, School District and city ad valorem taxes.
Ordinance No. 4??Lazz
Levying Assessment - Georgetown Village PID No. 1
Page 2 of 3
SECTION 7. If default be made in the payment of any of the said sums hereby
assessed against said property owners and their property, collection thereof, including
penalties and interest authorized in Section 6 above, costs and attorney's fees, shall be
enforced by suit in any Court having jurisdiction or by lien foreclosure or both.
SECTION 8. All assessments levied are a personal liability and charge against the
real and true owners of the premises described notwithstanding such owners may not be
named, or may be incorrectly named.
SECTION 9, This Ordinance shall
passage and it is accordingly so ordained,
take effect immediately from and after its
SECTION 10. All ordinances, parts of ordinances, or resolutions in conflict herewith
are expressly repealed.
SECTION 11. The invalidity of any section or provision of this ordinance shall not
invalidate other sections or provisions thereof.
SECTION 12. 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, considered and
formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas
Government Code, as amended, and the Act.
READ and APPROVED on first reading this the 13 day of April, 1999.
READ, APPROVED and ADOPTED on second reading this day of April,
1999.
APPROVED AS TO FORM:
rviai 1431 n flu LQI 1UU1 a vaI mo
City Attorney
Ordinance No. ` ZZ
Levying Assessment - Georgetown Village PID No, 1
Page 3 of 3
THE CITY OF GEORGETOWN:
By:
ATTEST:
Sandra D. Lee, City Secretary
GEORGETOWN VILLAGE PUBLIC IMPROVEMENT ASSESSMENT DISTRICT
ASSESSMENT/SERVICE PLAN
Chapter 372 of the Local Government Code of the State of
Texas, known as the "Public Improvement District Assessment Act"
(the "Act"), authorizes and defines the formation of the Public
Improvement District in the State of Texas.
In compliance with the requirements outlined in the Act, the
Assessment/ Service Plan for`the District is defined herein.
Section 1. General Nature of the Proposed Improvements
After analyzing the improvements authorized by the Act, it has
been determined that the following improvements (the
"Improvements") which are allowed by the Act will be of special
benefit to the property described herein within the Districts the
acquisition, construction, operation, repair and maintenance of
parks, recreational facilities, alleyways, lighting, landscaping
and related improvements.
The services to be provided in the District, in addition to
those described above, shall consist of those necessary for the
administration and operation of the District, including collection
of assessments.
Section 2. Assessment Plan.
After analyzing the assessment methods allowed by the Act, it
has been determined that a Maintenance Assessment, as herein
described, based on the annual, assessed value of each lot,
including improvements, is fair and equitable and is the most
reasonable means of allocating the costs of the services to be
provided annually on behalf of the District.
Additionally, it has been determined that the Capital
Improvement Assessment, as herein described, a one-time assessment
of $1,000 per lot Assessment, is fair and equitable and is the most
reasonable means of allocating the costs of acquiring, constructing
and financing of capital improvements.
Section 3. District Boundaries
The boundaries
of the
District
are
as shown in the map and
field notes attached
hereto
as
Exhibit
"A".
C:\TEXT\MILLS\PLNN,WPD/cdc
Section 4. Annual Costs of District Improvements
The annual costs
for the District
improvements are
as
estimated in Exhibit "B",
responsible for any District
attached hereto.
costs as listed
The City shall not
in said Exhibit "B".
be
Section
5. Levy
of
of
Assessments
to Pay costs of Operation and
Administration
District.
It has been determined that assessments should be levied as
follows:
An annual Maintenance Assessment of $0.20 per $100 valuation
for each lot within the District.
A Capital Improvement Assessment of $1,000 per lot, a one-time
assessment payment due upon recordation of a final plat. The $1,000
Capital Improvement Assessment shall be paid by the subdivider of
each lot previously recorded before the effective date of the Order
levying assessments.
Pursuant to Section 372.015(d) of the Act, the amount of
assessment for each property owner may be adjusted following the
annual review of the service plan.
Section 6. Lien for Collection of Assessments.
Pursuant to Section 372.018(b) of the Act, the assessments,
with interest, the expense of collection, and reasonable attorney's
fees, are a first and prior lien against the property assessed,
superior to all other liens and claims, except ad valorem tax
liens. The lien is effective from the date of the ordinance levying
the assessment and may be enforced by the governing body in the
same manner as that an ad valorem tax lien against real property
may be enforced by the governing body, including the collection of
penalties, interest and attorney's fees.
32.0976 Acres
Shell Ranch
Page i
STATE OF TEXAS §
§
COUNTY OF TRAVIS §
Josep,' 'h Survey No. 232
Leroy B.'' -.d Survey No. 407
96568.33
April 149 1997
FIELDNOTE DESCRIPTION of a 32.0976 acre tract of land out of and a part of
the Joseph Fish Survey No. 232 and the Leroy 13. Lord Survey No. 407, Williamson
County, Texas, and being a part of that 42.775 acre tract conveyed to Rosemary Shell
Tanner by deed of record in Volume 1872, Page 708 of the Williamson County Official
Deed Records, and that 195.137 acre tract conveyed to Joy Shell Adkins by deed of
record in Volume 1872, Page 708 of the Williamson County Official Deed Records; said
32.0976 acre tract, being all of proposed Shell Ranch, Section One, a subdivision not yet
recorded, and a portion of proposed Shell Ranch, Section Two, a subdivision not yet
recorded, is more particularly described by metes and bounds as follows:
BEGINNING at a calculated point in the curving westerly right-of-way line of
Shell Road (80' R.O.W.), said point being the northeasterly comer of said 42.775 acre
tract and the southeasterly corner of said 195.137 acre tract, and from which, a '!:" iron
rod found bears N64035'57"W, a distance of 0.44 feet;
THENCE, leaving the southeasterly corner of the said 195.137 acre tract, along
the curving westerly right-of-way line of Shell Road, being the easterly line of said 42.775
acre tract, with a curve to the right having a radius of 2760.00 feet, a central angle of
0913008", a chord which bears S26°16'33"W a distance of 443.61 feet, for an arc
distance of 444.08 feet to a'%" iron rod set; to
THENCE, leaving the westerly right-of-way line of Shell Road, being the easterly
line of said 42.775 acre tract, over and across said 42.775 acre tract, the following eight
(8) courses:
1) N73024'28"W, a distance of 550.37 feet to a 1/2" iron rod set;
2) NI6035'321*E, a distance of 134.00 feet to a 1/2" iron rod set;
3) N73°24'28"W, a distance of 125.00 feet to a 1/2" iron rod set;
4) S 16°35'32"W, a distance of 30.00 feet to a 1/2" iron rod set;
5) N73°24'28"W, a distance of 50.00 feet to a 1/2" iron rod set.
6) N16035'32"E, a distance of 10.00 feet to a 1/2" iron rod set for the point
of curvature of a curve to the left;
7) With said curve to the'left having a radius of 5.00 feet, a central angle of
9000020016, a chord which bear: N28°24'28"W a distance of 7.07 feet, for
an arc distance of 7.85 feet to a 1/2" iron rod set for the point of tangency;
8) N73024'28"W, passing at a distance of 332.92 feet a point on the common
line between said 42.775 acre tract and said 195.137 acre tract, from which
a %i' iron rod found for the common westerly corner of said 42.775 acre
tract and said I95.137 acre tract bears S46°04' 10"W, a distance of 916.49
feet, and continuing over and across said 195.137 acre tract for a total
distance of 635.00 feet to a 1/2" iron rod set for the point of curvature of a
curve to the left;
THENCE, continuing over and across said 195.137 acre tract, the following forty-
eight (48) courses:
011217
04 pa,
Y 0 }
32.0076 A4_ Joseph Fish Survey No. 232
Shelf Ranch Leroy B. Lord Survey No, 407
Page 2 96568.33
April 14, 1997
• 1) With said curve to the left having a radius of 5.00 feet, a central angle of
9000060018, a chord which bears S61°35'32"W a distance of 7.07 feet, for
an arc distance of 7.85 feet to a 1/2" iron rod set;
2) N73°24'28'"W, a distance of 60.00 feet to a I/2" iron rod set;
3) NI6035'32"'E, a distance of 130.00 feet to a 1/2" iron rod set for the point
of curvature of a curve to the left;
4) With said curve to the left having a radius of 25.00 feet, a central angle of
90000100", a chord which bears N28°2428"W a distance of 35.36 feet, for
an arc distance of 39.27 feet to a 1/2" iron rod set;
5) N21046'06"E, a distance of 60.25 feet to a 1/2" iron rod set on a curve to
the left;
6) With said curve to the left having a radius of 20.00 feet, a central angle of
87044'48", a chord which bears N62°43'08""E a distance of 27.72 feet, for
an arc distance of 30.63 feet to a 1/2" iron 'rod set for the point of reverse
curvature of a curve to the right;
7) With said curve to the right having a radius of 500.00 feet, a central angle
of 03°09' 16", a chord which bears N20°25'22"E a distance of 27.52 feet,
for an arc distance of 27.53 feet to a 1/2" iron rod set for the point of
reverse curvature of a curve to the left;
F) With said curve to the left haw.; a radius of 490.00 feet, a central angle of
0304 144910, a chord which be4rs N20°09'06"E a distance of 31.61 feet, for
an arc distance of 31.62 feet to a 1/2" iron rod set for the point of reverse
curvature of a curve to the right;
9) With said curve to the right having a radius of 496.00 feet, a central angle
of 20°25'04". a chord which bears N28°30'43"E a distance of I75.82 feet,
for an arc distance of 176.75 feet to a 1/2" iron rod set for the point of
tangency;
10) N38°43' 15'"E, a distance of 70.75 feet to a 1/2" iron rod set for the point
of curvature of a curve to the lett;
1 t) With a curve to the left having a radius of 490.00 feet, a central angle of
06014'09", a chord which bears N35°36'1IT a distance of 53.30 feet, for
an arc distance of 53.33 feet to a 1/2" iron rod set for the point of
tangency;
12) N32029'061E, a distance of 34.10 feet to a 1/2" iron rod set for the point
of curvature of a curve to the left;
13) With said curve to the left having a radius of 440.00 feet, a central angle of
05°47'41", a chord which bears N29°35'15"E a distance of 44.48 feet, for
an arc distance of 44.50 feet to a 1/2" iron rod set for the point of
compound curvature of a curve to the left;
14) With said curve to the left having a radius of 20.00 feet,.a central angle of
62°40'57", a chord which bears N04039104""W a distance of 20.81 feet, for
an arc distance of 21.88 feet to a 1/2" iron rod set for the point of reverse
curvature of a curve to the right;
r
32.0976 Acr`
Shelf Ranch=
Page 3
Ioa=Fish Survey No. 232
Leroy 6. Lord Survey No. 407
96568.33
April 14, 1997
15) With said curve to the right having a radius of 73.00 feet, a central angle of
105006050", a chord which bears N16°33'53"E a distance of 115.92 feet,
for an arc distance of 133.92 feet to a 1/2" iron rod set for the point of
reverse curvature of a curve to the left;
16) With said curve to the left having a radius of 20.00 feet, a central angle of
62°40156", a chord which bears N37°46'50"E a distance of 20.81 feet, for
an arc distance of 21.88 feet to a 1/2" iron rod set for the point of
compound curvature of a curve to the left;
17) With said curve to the left having a radius of 440.00 feet, a central angle of
11 ° 17'37", a chord which bears N00*47'34"E a distance of 86.59 feet, for
an arc distance of- 86.73 feet to a 1/2" iron rod set for the point of
tangency;
18) N04°51' 1 S"W, a distance of 124.78 feet to a 1/2" iron rod set for the point
of curvature of a curve to the right;
19) With said curve to the right having a radius of 500.00 feet, a central angle
of 09"22212", a chord which bears N00° 10'09"W a distance of 81.68 feet,
for an arc distance of 81.77 feet to a 1/2" iron rod set;
20) N73°24'28"W, a distance of 450.94 feet to a 1/2" -iron rod set for the point
of curvature of a curve to the left;
21) With said curve to the left having a radius of 356.21 feet; a central angle of
39°30' 17", a chord which bears S86°41'05"W a distance of 240.77 feet,
for an arc distance of 245.60 feet to a 1/2" iron rod set;
22) N21007'20"W, a distance of 314.09 feet to a I/2" iron rod set;
23) N69000'51"W, a distance of 55.21 feet to a 1/2" iron rod set;
24) N28°07' 13"E, a distance of 160.69 feet to a 1/2" iron rod set;
25) N3805490549E, a distance of 149.37 feet to a 1/2" iron rod set;
26) N49040'57"E, a distance of 149.37 feet to a 1/2" iron rod set;
27) N55004'23"E, a distance of 103.97 feet to a 1/2" iron rod set;
28) N63039'34"E, a distance of 132.88 feet to a I/2" iron rod set;
29) N80049'57"E, a distance of 132.88 feet to a 1/2" iron rod set;
30) S81059'40"E, a distance of 132.88 feet to a 1/2" iron rod set;
31) S73024 '28"E. a distance of 390.02 feet to a 1/2" iron rod set;
32) S16035'3219W, a distance of 736.38 feet to a 1/2" iron rod set for the point
of curvature of a curve to the left;
33) With said curve to the left having a radius of 440.00 feet, a central angle of
21026'47*t, a chord which bears S05°52'09"W a distance of 163.74 feet,
for an arc distance of 164.70 feet to a 1/2" iron rod set for the point of
tangency;
RECORDERS MEMORANDUM
All or parts of the text on this page was not
clWly legible for satisfactory recordation.
64904,
32.0976 AcK Joss rish Survey No. 232
Shell Ranch Leroy B. Lord Survey No. 407
Page 4 96568.33
April 14, 1997
34) 504051' 15"E, a distance of 124.78 feet to a 1/2" iron rod set for the point
of curvature of a curve to the right;
35) With said curve to the right having a radius of 500.00 feet, a central angle
of 12°19' 17", a chord which bears S01°18'24"W a distance of 107.32 feet,
for an arc distance of 107.52 feet to a 1/2" iron rod set for the point of
reverse curvature of a curve to the left;
36) With said curve to the left having a radius of 20.00 feet, a central angle of
53002'35", a chord which bears S 19°03' 16"E a distance of I7.86 feet, for
an arc distance of 18.52 feet to a 1/2" iron rod set for the point of reverse
curvature of a curve to the right;
37) With said curve to the right having a radius of 73.00 feet, a central angle of
29039117". a chord which b: ars S30°44'56"E a distance of 37.36 feet, for
an arc distance of 37.78 feet to a 1/2" iron rod set for the point of reverse 61
curvature of a curve to the left;
38) With said curve to the le!1 having a radius of 20.00 feet, a central angle of
57028137", a chord which bears S44°39'38"E a distance of 19.23 feet, for
an arc distance of 20.06 feet- to a 1/2" iron rod set;
39) S 16°36'04"W, a distance of 60.00 feet to a 1/2" iron rod set;
40) With a curve to the left halving a radius of 20.00 feet, a central angle of
57028'39", a chord which bears S77051'45"W a distance of 19.23 feet, for
an arc distance of 20.06 feet to a 1/2" iron rod set for the point of reverse
curvature ofa curve to the right;
41) With said curve to the right having a radius of 73.00 feet, a central angle of
2934056", a chord which bears S63°54'53"W a distance of 37.27 feet, for
an arc distance of 37.69 feet to a 1/2" iron rod set for the point of reverse
curvature of a curve to the left;
42) With said curve to the left having a radius of 20.00 feet, a central angle of
53002'36", a chord which bdars S52°11'03"W a distance of 17.86 feet, for
an arc distance of 18.52 feet to a 1/2" iron rod set for the point of reverse
curvature of a curve to the right;
43) With said curve to the right having a radius of 500.00 feet, a central angle
of 01°35'43", a chord which bears S26027'37"W a distance of I3.92 feet,
for an arc distance of 13.92 feet to a 1/2" iron rod set for the point of
reverse curvature of a curve to the left;
44) With said curve to the left having a radius of 490.00 feet, a central angle of
05012'122*, a chord which bears S24°39'22"W a distance of 44.48 feet, for
an arc distance of 44.50 feet to a 1/2" iron rod set for the point of reverse
curvature of a curve to the right;
45) With said curve to the right having a radius of 496.00 feet, a central angle
of 15° 12'44", a chord which bears S29°39'38"W a distance of 131.30 feet,
for an arc distance of 131.69 feet to a 1/2" iron rod set for the point of
tangency;
46) S37016'00"W, a distance of 106.98 feet to a 1/2" iron rod set for the
beginning of a non -tangent curve to the left;
_ __ -
41 »
32.0976 Act
Shell Ranch'
Page 5
Jos' Fish Survey No. 232
Leroy,L. Lord Survey No. 407
96568.33
April 14, 1997
47) With said curve to the left having a radius of 5.00 feet, a central angle of
88°51'59", a chord which bears S28°58'28"E a distance of 7.00 feet, for
an arc distance of 7.76 feet to a 1/2" iron rod set for the point of tangency;
48) S73024'28"E, passing at a distance of 477.21 feet a point on the common
line between said 42.775 acre tract and said 195.137 acre tract, from which
a %2" iron rod found for an angle point in the common line between said
42.775 acre tract and said 195.137 acre tract bears N46°04' 10"E, a
distance of 56.06 feet, and continuing over and across said 42.775 acre
tract for a total distance of 596.63 feet to a 1/2" iron rod set for the point
of curvature of a curve to the left;
THENCE, continuing over and across said 42.775 acre tract, the fo:lowing four
(4) courses:
1) With said curve to the Ieft having a radius of 15.00 feet, a central angle of
90000'00", a chord which bears N61°35'32"E a distance of 21.21 feet, for
an arc distance of 23.56 feet to a 1/2" iron rod set;
2) S73024'28"E0 a distance of 50.00 feet to a 1/2" iron rod set;
3) With a curve to the left having a radius of 15.00 feet, a central angle of
90000200", a chord which bears S28024'28"E a distance of 21.21 feet, for
an arc distance of 23.56 feet to a 1/2" iron rod set for the point of
tangency;
4) S73024'28"E, passing at a distance of 143.12 feet a point on the common
tine between said 42.775 acre tract and said 195.137 acre tract, and
continuing over :ind across said 195.137 acre tract for a total distance of
741.59 feet to a 1/2" iron rod set on a curve to the right in the curving
westerly right-of-way line of Shell Road, being the easterly line of said
195.137 acre tract;
THENCE, along the westerly right-of-way line of Shell Road, being the easterly
line of said 195.137 acre tract, with said curve to the right having a radius of 2760.00 feet,
a central angle of 01 °54'32", a chord which bears S20°42'43"W a distance of 91.95 feet,
for an arc distance of 91.95 feet to the POINT OF BEGINNING, CONTAINING within
these mctes and bounds 32.0976 acres of land area.
That I, Gregory A. Way, a Registered Professional Land Surveyor, do hereby certify
that the above description is true and correct to the best of my knowledge and that the property
described herein was determined by a survey made on the ground under my direction and
supervision. I
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the
of 1997.
CE of T
�4" G1S� TE•ti�-f- �
lar aFa: N GREGORY AMA
3REGORY A. WAY Registered Professi nal bwd Surveyor
. a ass?w' ¢ No. 4567 - State of Texas
ti%"cSS
40 ....« t�
�SUR�
36.1820 Acres
Shell Ranch
Page 1
STATE OF TEXAS ¢
COUNTY OF TRAVIS ¢
Joseph Fish vey No. 232
Leroy B. Lord Survoy No. 407
96568.33
April 24, 1997
FIELDNOTE DESCRIPTION of a 36.1820 acre tract of land out of and a part of the
Joseph Fish Survey No. 232 and the Leroy B. Lord Survey No. 407, Williamson County, Texas,
being a portion of that 195.137 acre tract com'eyed to Joy Shell Adkins by deed of record in
Volume 1872, Page 708 of the Williamson County Official Deed Records; said 36.1820 acre tract
is more particularly described by metes and bounds as follows:
BEGINNING at a IA" iron rod fo•ind for the northwesterly corner of that 226.68 acre
tract conveyed to Campbell - Georgetown 91 Limited Partnership by deed of record in Volume
1678, Page 9 of the Williamson County Official Deed Records, said iron rod being an angle point
in the westerly line of said 195.137 acre tract;
THENCE, N11°20'42"W, leaving the nirthwesterly corner of the said 226.68 acre tract,
along the westerly line of said 195.137 acre tr.:ct, a distance of 30.33 feet to a 60d nail found for
the common southeasterly corner of Lot 15 :lad Lot 16 of Chaparro Estates, a subdivision of
record in Cabinet D. Slide 276 of the Williamson County Official Plat Records;
THENCE, continuing along the westerly line of said 195.137 acre tract, being the easterly
line of said Lot 16, the following six (6) courses:
1) N04016'54"W, a distance of 51.59 feet to a''/:" iron rod found for an angle point;
2) N04110'36"W, a distance of 134.75 feet to a Y:" iron rod found for the
southeasterly corner of that LUC2 acre tract conveyed to the Estate of Jonas Shell
by deed of record in Volume 1148, Page 798 of the Williamson County Official
Deed Records;
3) N05°21'26"W, along the easterly line of said 1.02 acre tract, a distance of 54.78
feet to a %" iron rod found for the northeasterly corner of said 1.02 acre tract;
4) N04°49'41 "W, a distance of 127.7I feet to a 60d nail found for an angle point;
5) N04°33'47"W, a distance of 32t1 22 feet to a tree found for an angle point;
6) N08029108"W,
a distance
of
62.12 feet
to a '/:'' iron rod
found for the common
easterly corner of said Lot
16
an.d Lot 17
of said Chapparo
Estates;
THENCE, continuing along the westerly line of said 195.137 acre tract, being the easterly
line of said Lot 17, the following two (2) course:;:
1) N04°02' 15"W, a distance of 60.40 feet to a 60d nail found for an angle point;
2) NOS°58'02"W, a distance of 149.23 feet to
a''/s"
iron rod
set for the northwesterly
corner hereof, from which a 60d nail found
for an angle
point in the westerly line
of said 195.137 acre tract bears N05°58'02"W,
a
distance
the following
of 136.65 feet;
THENCE, leaving
the westerly line of
said
195,137 acre
tract,
being the
easterly line of
said Lot 17, over and across
said 195,137 acre
tract,
the following
thirty-two (32)
courses:
2)
3)
N70000'59"E, a distance of 196.42 feet to a 1/2" iron rod set;
S661'15'47"L"•, it distance uf300.70 fi et to it 1/2" iron rod set.
S51°02'35"E, a distance of 56.00 feet to a 1/2" iron rod set on a curve to the Iefl;
36.1820 Acres Joseph Fish 3a;vey No. 232
Shell Ranch Leroy B. Lord Survey No. 407
Page 2 96568.33
April 24, 1997
4) With said curve to the left hav;ng a radius of 922.00 feet, a central atlgle of
14034TI", a chord which bears S.3,1°40'24"W a distance of233.78 feet, for an arc
distance of 234.41 feet to a 1/2" iron rod set for the point of compound curvature
of a curve to the left;
5) With said curve to the left having a radius of 20.00 feet, a central angle of
56014'361, a chord which bears 303°43'54"E a distance of 18.85 feet, for an are
distance of 19.63 feet to a 1/2" iron rod set for the point of reverse curvature of a
curve to the right;
6) With said curve to the right raving a radius of 65.00 feet, a central angle of
28009' 17", a chord which bears 417°46'34"E a distance of 31.62 feet, for an arc
distance of 31.94 feet to a 1/2" iron rod set;
7) S6900015 VE, a distance of 15I.8(5 feet to a I/2" iron rod set;
8) S21007'20"E, a distance of 314.09 feet to a 1/2" iron rod set on a curve to the
right;
9) With said curve to the right 'rsiring a radius of 356.21 feet, a central angle of
39030117". a chord which bears N86°41'05"E a distance of 240.77 feet, for an arc
distance of 245.60 feet to a 1/2" iron rod set for the' point of tangency;
10) S73024'28"E, a distance of 450.94 feet to a to a 1/2" iron rod set on a curve to the
left;
t 1) With said curve to the left having a radius of 500.00 feet, a central angle of
09°22'12", a chord which bears tiN'00°10'09"E a distance of 81.68 feet, for an arc
distance of 81.77 feet to a 1/2" iron rod set for the point of tangency;
12) SO4051'15"E, a distance of 124.78 feet to a 1/2" iron rod set for the point of
curvature of a curve to the right; .
13) With said curve to the right having a radius of 440.00 feet, a central angle of
11017'3T', a chord which bears S00°47'34"W a distance of 86.59 feet, for an arc
distance of 86.73 feet to a 1/2" iron rod set for the point of compound curvature
of a curve to the right;
14) With said curve to the right having a radius of 20.00 feet, a central angle of
62040156", a chord which bears S37°46'50"W a distance of 20.81 feet, for an arc
distance of 21.88 feet to a 1/2" ;ron rod set for the point of reverse curvature of a
curve to the left;
15) With said curve to the left ha virg a radius of 73.00 feet, a central angle of
105006150", a chord which bears S16°33'53"W a distance of 115.92 feet, for an
arc distance of 133.92 feet to a 1/2" iron rod set for the point of reverse curvature
of a curve to the right;
16) With said curve to the right having a radius of 20.00 feet, a central angle of
62°40'57", a chord which bears 3'04°39'04"E a distance of 20.81 feet, .for an arc
distance of 21.88 feet to a 1/2" iron rod set for the point of compound curvature
of a curve to the right;
17) With said curve to the right having a radius of 440.00 feet, a central angle of
05Q47'41", a chord which bears S39°35'16"W a distance of -44.48 feet, for an arc
distance of 44.50 feet to a 1/2" iron rod set for the point of tangency;
18) S320291069OW, a distance of 34.10 feet to a 1/2" iron rod set or the point of
curvature of curve to the right; !7 ' _? 11 'n
36.1820 Acres Joseph Fish /ey No. 232
Shell Ranch Leroy B. Lord Survey No. 407
Page 3 96568.33
April 24, 1997
19) With said curve to the right having a radius of 490.00 feet, a central angle of
0601410912, a chord which beam S35°36'l 1"W a distance of 53.30 feet, for an are
distance of 53.33 feet to a 1/2" iron rod set for the point of curvature of a curve to
the right;
20) S38°43' 15"W, a distance of 70.75 feet to a 1/2" iron rod set for the point of '
curvature of curve to the left;
21) With said curve to the left having a radius of 496.00 feet, a central angle of
�3°30'43"W a distance of 175.82 feet, for an arc
20025104", a chord which bete, S
distance of 176.75 feet to a 1/2" is on rod set for the point of reverse curvature of a
curve to the right;
22) With said curve to the right h?.ving a radius of 490.00 feet, a central angle of
0304I'49", a chord which beam S20°09'.06"W a distance of 31.61 feet, for an are
distance of3l.62 feet to a 1/2t"iron rod set for the point of reverse curvature of a
curve to the left; I
23) With said curve to the left having a radius of 500.00 feet, a central angle of
030091161's a chord which bears S20°25'22"W a distance of 27.52 feet, for an arc
distance of 27.53 feet to a I/2} iron rod set for the point of reverse curvature of a
curve to the right;
24) With said curve to the right having a radius of 20.00 feet, a central angle of
87°44'4811, a chord which bears S62°43'08"W a distance of 27.72 feet, for an arc
distance of 30.63 feet to a I/2" i-oa rod set;
25) S2I046"06"W, a distance of 60.15 feet to a 1/2" iron rod set on a curve to the
right;
26) With said curve to the right hz•:ing a radius of 25.00 feet, a central angle of
90000'0044, a chord which bears S28°24'28"E a distance of 35.36 feet, for an arc
distance of 39.27 feet to a 1/2" iron rod set for the point of tangency;
27) S I6°35'32"W, a distance of 13OM feet to a calculated point;
28) S73°24'28"E, a distance of 60.00 feet to a 1/2" iron rod set;
29) S16°35'32"W, a distance of 240,00 feet to a 1/2" iron rod set; -
30) N73 024'28"W, a distance of 210.00 feet to a 1/2" iron rod set;
31) N83004'2911W, a distance of 92.15 feet to a 1/2" iron rod set;
32) N73'24'28"W, a distance of 256 29 feet to a'/2" iron rod set in the westerly line of
said 195.137 acre tract, being the easterly line of said 226.68 acre tract, and from
which, a'/:" iron rod found in the common line between said 195.137 acre tract
and said 226.68 acre tract bears S20°58'04"E, a distance of 677.89 feet;
THENCE, along the westerly line of said 195.137 acre tract, being the easterly line of said
226.68 acre tract, the following four (4) courses:
I)
N20058'04"W,
a
distance
of 212.39
feet
to
a 60d
nail
found
for
an angle
point;
2)
N17°15'30"W,
a
distance
of 187.14
feet
to
a 60d
nail
found
for
an angle
point;
3) N19052'26"W, a distance of 136.37 feet to a 60d nail found for an angle point;
RECORDERS MEMORAND(jM
All or;; � ---�-•--•
parts of the text on this page was not
clearly legible for satisfactory recordation
36.1820 Acres Joseph Fish vey No. 232
Shell Ranch Leroy B. Lord bu,vcy No. 407
Page 4 96568.33
April 24, 1997
4) N22°04'38"W,
a distance
of 477.20
feet to the POINT OF BEGINNMG,
CONTAINING
within these
met;;s and
bounds 36.1820 acre tract of land area.
That L Gregory A. Way, a Registered Professional Land Surveyor, do hereby certify that the
above description is true and correct to the best of my knowledge and that the property described
herein was determined by a survey made on the grcu ind under my direction and supervision.
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this th'), Lay of
On st..t . I997.
PrG1�7�k o'%pV
3REGORY A. WAY
s 4567 T: Q
y`°Ussr°? 0d
U P�
• w • • . ♦ • .
UM
All or parts of on page was
•
legibleclearly •r satisfactory recordation.
ea. Exhihi-� •`11000
�r
GREGORY A.WAY
Registered Professional Land Surveyor
No. 1999 - State ofTexas
Docll 9719697
# Pages: 32
Date : 05-02-197
Time : 04;32:23 P.M.
Filed g Recorded in
Official Records
of WILLIAMSON County, TX.
ELAINE BIZZELL
COUNTY CLERK
Rec. $ 71.00
1-8 Zr STAM fir iPL%L6Z
#VW1TV 4F Wit11A1fi504
itas a to ar yC::2 tea e4 , q' WFW,
aMMED to no ot;:�I � ^ e, o'
Cmrnt), T=3 c a tb* d� mi Mt
i;'
ctmx
"�� WUMUSav coutm tom;
17.7368 Acres
Shell Ranch
Page I
STATE OF TEXAS $
COUNTY Or TRAVIS ¢
4
Joseph Fish Survey No. *232
97540.12
October 23, 1997
FIELDNOTE DESCRIPTION of a 17.7368 acre tract of land out of and a part of the
Josepl► Fish Survey No. 212, Williamsun Cuunty, Texas, being a portion of tl►nt 42.775 acre tract
conveyed to Ruse►lta►y Shell 'fanner by deed of record in Volume 1872, Page 708 of the
Williamson County Deed Records, and of that 195.137 acre tract conveyed to Joy Shell Adkins
by decd of record in Volume 1872, Page 708 of said Deed Records; said 17.7368 acre tract is
more particularly described by metes and bounds as follows:
BEGINNING at a %" iron rod found in the curving westerly right -of --way, line of Shell
Road (80' R.O.W.) as dedicated by deed of record in Volume 1751, Page 872 of said Deed
Records, same bei►►g the easterly lino of said 112.775 acre tract, said iron rod being tiro
southeasterly corner of said 32.0976 acre tract;
THE leaving tite southerly line of said 32.0976 acre tract, along the curving westerly
right -of --way line of Shell Road, being the easterly line of said 42.775 acre tract, Willi a curve to
the right having a radius of 2760.00 feet, a central angle of 18°04' 14", a chord which bears
S39°55' 14"W a distance of 866.87 feet, for an arc distance of 870.48 feet to n'/2" iron rod set for
the southeasterly corner hereof, fruat which a calculated point, being the point of tangency of said
curve to the right, bears with said curve to (lie right !raving a radius of 2760.00 feet, a central
angle of 05°12'35", a chord which bears S51°J3'38"W a distance of 250.87 feet, for all are
distance of 250.95 fleet, and from said poinl oi'tangency a'/2" iron rod found bears S29°3635"L,
a distance of 0.26 feet;
THENCE, leaving the curving westerly line of Shell Road, being the easterly line of said
42.775 acre tract, over and across said. 42.775 acre tract, the following sixteen (16) courses:
1) N73024'28"W, a distance of 207.09 feet to a'/2" iron rod set for an angle point;
2) N 16°3532"13, it distance of 60.00 feet to a %2" iron rod set for an angle point,
3) N73024'28"W, a distance of 125.00 feet to a'h" iron rod set for an angle point;
4) S16°35'32"W, a distance of 5.00 feet to a'/2" iron rod set for an angle point;
,
17,7368 Acres Joseph fish Survey No. 232
Shell Ranch 1
97540,12
Page 2 October 23, 1997
13) S1603532"W, a distance of 30.00 feet to a'/2" iron rod set for an angle point;
14) N73024128"W, a distance of 50.00 feet to a ''/x" iron rod set for ilio beginning of a
curve to the loll,
15) With said curve to the lett having a radius of 5,00 feet, a central angle of
90000'0011, a chord which bears N28024'28"W a distance of 7.07 feet, for an are
distance of 7.85 feet to a ''/:" iron rod set for the point of tangency;
16) N73°2428 low , a distance of 146,62 feet to a calculated point in the northwesterly
line of said 42.775 acre tract, being ilia southeasterly line of said 195,137 acre
tract, from which a '/z" iron rod Cound for the common westerly corner of said
42,775 acre tract and said 195.137 acre tract bears S46°04' 10"W, a distance of
543,16 feet$
*ri-I ;NCE, leaving the common line between said 42.775 acre tract and said 195,137 acre
tract, over and across said 195.137 acre tract, the following four (4) courses;
]) N73024'28"W, a distance of 118.38 Net to a ''/:'.' iron rod set for ilia point of
curvature of a curve to the lett;
2) With said curve to the lett having a radius of 5.00 feet, a central angle of
90000'00"1 a chord which bears S61°35'32"W a distance of 7.07 feet, for an are
distance of 7.85 feet to n''/2" iron rod set;
3) N73°24'28 low , a distance of 60.00 feet to a'/," iron rod set for an angle point;
4) r N16035'32"E, a distance of 85,00 feet to a'/z' iron rod found in the southerly line
of that 36.1820 acre tract conveyed to Shell Ranch Development, Inc, by deed of
record in Document No. 9719696 of said Deed Records, from which a ''/2" iron rod
found for an angle point lit the southerly line of snits 36,1820 acro tract bears
N73°24'28"W, a distance of 150,00 feet;
THENCE, along the southerly and easterly lines of said 36.1820 acre tract, the following
two (2) courses:
1) S7302428"E, a distance of 60,00 feet to a /i" iron rod found for an angle point;
2) N16°35'32"C._a_distance of ?cid tin_ r„nr
17.7368 Acres
Shell Ranch
Page 3
Joseph Fish Survey No. 232
97540.12
October 23, 1997
3) With said curve to ti►e right having n radius of 5.00 feet a central Angle of
90000'00"0 a chord which bears S28" 24'28"13 n distance of 7.07 feet, for an arc
distance of 7.85 feet to a 'l:" iron rod found for the point of tangency;
4) S 16°35'32"W, a distance of 10.00 feet to a'W' iron rod found for an angle point;
5) S730i24'2811E, a distance of 50.00 feet to a'h" iron rod found for an angle point;
6) N16035'32 11134 , a distance of 30.00 feet a't:" holt rod found for an angle point;
7) S73°29'28 )PE , a distance of 125.00 feet to a %s" iron rod found for an angle point;
8) S160 35132"W, a distance of 184.00 feet to a %" iron rod found for an angle point;
9) S73°24'28"E, a distance or'550,37 feet to the POINT OF BEGINNING,
CONTAINING within these metes and hounds 17.7368 acre tract of land area.
That 1, Gregory A. Way, a Registered Professional Land Surveyor, do hereby certify that (lie
above description is tmo and correct to the Fest of my knowledge and that the property described
herein was detern►ined by a survey made on the ground under my direction and supervision.
WITNESS MY HAND AND SEAL at Austin, 'Travis County, Texas this the Q n1day of
C)�7v6x -- 19974
s
e_
IOF w
FA, Or
tN ._
"ski+1I?rNrybtt}Tth"ft"•``I/Mt ,
G
Gnc:C�t3RY A.
RLGORYA. WAY
`i'{'"°';�"ry`Q�'„w=i'q Registered Professional Land Surveyor
�44-4
o No, 4567 - State of Texas
''.FFss�o.•-a
n ,
r
Exhibit "B"
GEORGETOAX I'ILA-AIGE PIBLIC IMPROVEMENT DISTRICi
ESTIMATED ANNUAL COSTS
PID IMPROVEMENTS
Alleys
Repair, maintenance and
replacement of alleys
Landscaping
Mowing, landscape maintenance
(General grounds maintenance)
Hardscape replacement- benches, etc.
Plant replacement
current cost $43,335
future costs $42,000
(No street trees included)
Nature Trails - maintenance
(Includes walkway around
perimeter and trails in
parks)
Other Items
$8,234
20,148
WIN
1994
1932
920
Irrigation Maintenance
6 hrs/ week @ $20/hr 5740
Sign Maintenance
25 hrs/ year @ $20/hr 460
Sign Replacement - one park markers 460
Lighting Maintenance
25 hrs/ year @ $20/hr 460
Light Replacement
Gazebo Maintenance
Pool Usage Fee
Utilities
Water
Electricity
Two Street Lights
Other lights
Administrative
Costs to administer annual
fee assessment and collection
Total Estimated Annual Costs
460
230
5,000
11,049
165
230
PAVEr11
$60,530