HomeMy WebLinkAboutRES 980922-SSRESOLUTION NO. D S„�
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
GEORGETOWN, TEXAS ACKNOWLEDGING RECEIPT OF A PETITION
TO ESTABLISH THE GEORGETOWN VILLAGE PUBLIC IMPROVEMENT
DISTRICT #1; APPOINTING AN ADVISORY BOARD; SETTING A
HEARING DATE; AUTHORIZING PUBLICATION OF NOTICE; AND
ESTABLISHING AN EFFECTIVE DATE.
WHEREAS, on September 15, 1998, Shell Ranch Development, Inc. and Weekley
Homes, L.P., filed with the City Secretary of the City of Georgetown a Petition for
Establishment of Georgetown Village Public Improvement District (the "Petition"), a copy
of which is attached hereto as Exhibit 1; and
WHEREAS, the Petition requests the establishment of a public improvement district
pursuant to the provisions of Chapter 372, Texas Local Government Code (the"PID") within
the corporate boundaries of the City, the boundaries of the PID being described by metes
and bounds on Exhibit "A" to the Petition (Exhibit 1 hereto); and
WHEREAS, the Petition states the general nature and estimated costs of the
proposed improvements, the boundaries of the proposed PID, the proposed method of
assessment and a provision for management of the proposed PID.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF GEORGETOWN, TEXAS, THAT:
SECTION 1. The facts and recitations contained in the preamble of this resolution
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 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 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 resolution 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 City Council of the City of Georgetown hereby formally
acknowledges receipt of the aforementioned Petition and directs the City staff to perform
a feasibility study to determine the feasibility of the improvements proposed in the Petition.
SECTION 3. There is hereby created the Georgetown Village Public Improvement
District #1 Advisory Board (the "Board"), whose purpose shall be to develop and
recommend an improvement plan to the City Council of the City of Georgetown. The
Georgetown Village Public Improvement District
Resolution No. �809-S-S
Page 1 of 2
Board shall be composed of the following representatives of the petitioners named in the
Petition; petitioners being the owners of all of the taxable real property within the PID and
the record owners of all the real property liable for assessment within the PID:
Jim Mills
Laura Naiser
Mike Cook
Tom Roughton
The following representatives of the City of Georgetown, Texas, shall also serve as
members of the Board:
Randy Morrow, Director of Parks & Recreation
Susan Morgan, Director of Finance & Administration
Bob Hart, City Manager
SECTION 4. The City staff is directed to assist the Board in preparing an
improvement plan and to determine the schedule for the proposed impriovements.
SECTION 5. A public hearing on the advisability of the proposed improvements
shall be held before the City Council of the City of Georgetown, Texas, on the 27th day of
October, 1998, and the City Secretary is hereby directed to give proper notice of same as
required by Section 372.009 of the Texas Local Government Code.
SECTION 6. This resolution shall be effective immediately upon adoption.
RESOLVED this VrzcC day of ! 2;e—, e rH,b eon , 1998.
JI
ATTEST:
By: �-c�zeXC
Sandra D. Lee, City Secretary
APPROVED AS TO FORM:
B}V
Marianne Landers Banks
City Attorney
Georgetown Village Public Improvement District
Resolution No. 8d 92G- SS
Page 2 of 2
THE CITY OF GEORGETOWN:
By: /"',---2
LEO WOOD, Mayor
EXHIBIT
RECEIVED
STATE OF TEXAS SEP 16 1998
CITY ATTORNEY'S C!=FICE
COUNTY OF WILLIAMSON
PETITION FOR ESTABLISHMENT OF
GEORGETOWN VILLAGE PUBLIC IMPROVEMENT DISTRICT #1
TO THE CITY COUNCIL OF THE CITY OF GEORGETOWN, TEXAS, AND THE
MAYOR OF THE CITY OF GEORGETOWN, TEXAS:
WHEREAS, the undersigned property owners, pursuant to the Public Improvement
Assessment Act, Chapter 372.001 et seq., Local Government Code, Vernon's Annot. Civil
Statutes, respectfully petition the Mayor and the City Council for the establishment of
the Georgetown Village Public Improvement Assessment District #1 (the "PID"), and
WHEREAS, the undersigned property owners are the majority property owners
within the area to be included within the proposed district, NOW THEREFORE
In support of said petition, Petitioners would show unto the City Council the following:
1. General Nature of Prosed Improvements.
The Proposed Improvements shall consist of:
a) a Maintenance Assessment;
A perpetual assessment for the administration and maintenance of park
facilities, recreational facilities, landscaping, lighting, open spaces, pedestrian
alleyways, signage and other related amenities, said Maintenance Assessment to
supplement the normal city operations and maintenance of said park facilities,
recreational facilities, landscaping, lighting, open spaces, pedestrian alleyways,
signage, and other related amenities; and
b) a Capital Improvement Assessment;
A one-time assessment for the acquisition and construction of park facilities,
recreational facilities, landscaping, lighting, open spaces, pedestrian alleyways,
signage and other related amenities, said Capital Improvement Assessment to
reimburse the Petitioners or its assigns for the acquisition and construction costs
of said park facilities, recreational facilities, landscaping, lighting, open spaces,
and other related amenities.
h>e.5. 9g0922 -ss
Exh/6%7'- 11 /0 107' �/
2. Estimated Costs of Improvements.
a) Maintenance Assessment;
The estimated costs of the Maintenance Assessment shall be an annual, per lot
assessment, including improvements, of $0.15 per $100 assessed valuation, as .
determined by the Williamson County Appraisal District.
b) Capital Improvement Assessment;
The estimated cost of the Capital Improvement Assessment shall be $1,000 per
lot, due and payable at time of recordation of final plat.
3. Boundaries of the Proposed Assessment District.
The boundaries of the proposed assessment district are described in Exhibit "A",
attached hereto and incorporated herein.
4. Proposed Method of Assessment.
a) Maintenance Assessment
The proposed method of assessment for the Maintenance Assessment shall be
based upon the annual, assessed value of each lot. The assessment on each lot
shall commence on January 1 of the first year after said lot is part of a final,
recorded subdivision plat.
b) Capital Improvement Assessment
The proposed method of assessment for the Capital Improvement Assessment
shall be a one-time assessment of $1,000 per lot, payable in full upon the
recordation of the final subdivision plat.
5. Management of District.
The Proposed District shall be managed by a board consisting of five (5)
members chosen by the City Council of Georgetown, Texas, three (3) of which
shall be owners of real property within the PID.
6. Concurrence of the Establishment of the District.
All of the undersigned request and/or concur with the establishment of the
Georgetown Village Public Improvement Assessment District #1.
;fes. 9g0 922 -SS
Exhibit 1 �k Z off' 2
7. Establishment of an Advisory Body.
An advisory body may be established, pursuant to Article 372.008, to develop
and recommend an improvement plan to the City. The Advisory Body may
contain the same members of the board in Section 5, above.
8. Apportionment of Costs
a) Maintenance Assessment;
The costs of the Maintenance Assessment shall be borne entirely by the platted
lots within the boundaries of the PID. The Maintenance Assessments shall be
placed in a special fund which shall be used to operate and maintain the
parklands and other recreational amenities consistent with the quality and
character of the subdivision, and as a supplement to city Parks and Recreation
funds normally expended on the parklands and other amenities within the PID.
b) Capital Improvement Assessment;
The costs of the Capital Improvement Assessment shall be borne entirely by the
platted lots within the boundaries of the PID. The Capital Improvement
Assessment shall be a one-time assessment on each lot in the subdivision, due
when the subdivision plat in which the lot is located is recorded. All Capital
Improvement Assessments collected shall be placed into a special fund, which
shall be used to pay Petitioner or its assigns for any costs incurred for the
construction of recreational capital improvements within the PID, or to repay
any debts incurred for the construction of recreational capital improvements
within the PID, or as a supplement to any city funds normally expended for the
construction of recreational capital improvements within the PID.
SIGNED this the 1541 day of 1rA 44 1998.
. 9j
f-7es0 922 - SS
aChi6if �i p e 3 W 5 3
Respectfully submitted,
SHELL RANCH DEVELOPMENT, INC.
By:
rinted Name:
Its:�I T
Wee.K.le
W£EHOMES, L.P
Delaware limited parta7
In
Printed Name:
ACKNOWLEDGMENT
STATE OF TEXAS
COUNTY OF WILLIAMSON
This ''�strlim nt was ac wledge before me on the � day ofs� 1998, by
,% die }� . t l; t i of Shell Ranch Development, Inc., on
behalf of said corporation.
os"�q MATT NAtSER
*�* NOTARY PUBLIC
State -of Texas
Comm. Exp. 01 24-99
Notary ublic, State of Texas
ACKNOWLEDGMENT
STATE OF TEXAS
COUNTY OF WILLIAMSON
;'""•'y4 101A A. DETTLOFF !
MY COMMISSION EXPIRES
March 28, 2002
This instrument was a cnowledged before me on the ,4— day of , 1998, by
�1Nrly�p� of Homes. L.P. , a Delaware
limited partnership, on behalf of said limited partnership e ey
es. 9.Po9aa -ss
Exhbif /� p��
otary Public, State of Texas
4
32.0976 Acres
Shell Ranch
Page 1
STATE OF TEXAS
COUNTY OF TRAVIS
Josepr' -h Survey No. 232
Leroy B. A Survey No. 407
96568.33
April 14, 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 B. 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 corner of said 42.775 acre
tract and the southeasterly corner of said 195.137 acre tract, and from which, a ''/i' iron
rod found bears N64°35'57"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
09°13'08", a chord which bears S26°16'33"W a distance of 443.61 feet, for an arc
distance of 444.08 feet to a''/s" iron rod set;
TllE-NCE, 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) cGurses:
t) N73°24'28"W, a distance of 550.37 feet to a 1/2" iron rod set;
2) N16°35'32"E, - distance of 184.00 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 of30.00 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) N16°35'32"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
90°00'00", 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) N73124'28"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 %z' 'iron rod found 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 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:
�es. 9jo9z2-5'S'
Ex171'h%t A� /acye / of i.?-
32.0976 Ai
Shell Ranch
Pagc 2
Jo. a Dish Survey No. 232
Leroy B. Lord Survey No. 407
96568.33
April 14, 1997
1) With said curve to the left having a radius of 5.00 feet, a central angle of
90°00'00", 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 1/2" iron rod set;
3) N16°35'32"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
90°00'00", a chord which bears N28°24'28"W a distance of 35.36 feet, for
an arc distance of 39.27 feet to a 1/2" iron rod set;
5) N2 *46'06"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
87°44'48", 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;
°) With said curve to the left having a radius of490.00 feet, a central angle of
03°41'49", a chord which bears 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;
11) With a curve to the left having a radius of 490.00 feet, a central angle of
06'14'09", a chord which bears N35'36'11"E a distance of 53.30 fwt, for
an arc distance of 53.33 feet to a 1/2" iron rod set for the point of
tangency;
12) N32'29'06"E, 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 N04039'04"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;
�e5. �8o�aa-ss J�__-� i �:-----�------
Ex" t4 Pie 2of/z
32.0976 Acres -
Shell RancE
Page 3
Je' ', Fish Survey No. 232
Leroy 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
105`06'50", 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
62'40'56", 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
1 1'17'37", 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' 15"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 leaving a radius of 500.00 feet, a central angle
of 09'22' 12", 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) N21'07'20"W, a distance of 314.09 feet to a 1/2" iron rod set;
23) N69.00 -S 1"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) N38'54'05"E, a distance of 149.37 feet to a 1/2" iron rod set;
26) N49°40'57"E, a distance of 149.37 feet to a 1/2" iron rod set;
27) N55'04'23"E, a distance of 103.97 feet to a 1/2" iron rod set;
28) N63'39'34"E, a distance of 132.88 feet to a 1/2" iron rod set;
29) N80'49'57"E, a distance of 132.88 feet to a 1/2" iron rod set;
30) S81'59'40"E, a distance of 132.88 feet to a 1/2" iron rod set;
31) S73'24'28"E, a distance of 390.02 feet to a 1/2" iron rod set;
32) S 16'35'32"W, 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
�j 4 21'26'47", a chord which bears S05'52'09"W a distance of 163.74 feet,
f$. '7O (ZZ - SS for an arc distance of 164.70 feet to a 1/2" iron rod set for the point of
A tangency;
.3 RECORDERS
MEMORAND,'iXE11r, 1 �t__-- �-------
All or �
parts of the text on this page was not
clearly legible for satisfactory recordation
32.0976 Acr, Jos Fish Survey No. 232
Shell Ranch Leroy B. Lord Survey No. 407
Page 4 96568.33
April 14, 1997
34) SO4°51' 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
53°02'35", a chord which bears S 19°03' 16"E 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;
37) With said curve to the right having a radius of 73.00 feet, a central angle of
29°39'17"_ a chord which burs S30°44'SA"P a riictsnrr nF17'14 f -r fnr
an arc distance of 37.78 feet to a 1/2" iron rod set for the point of reverse
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
57°28'37", a chord which bears S44°39'38"E a distance of 19.23 feet, for
an arc distance of 20.06 feevto 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) Willi a curve to the left having a radius of 20.00 feet, a central angle of
57°28'39", a chord which bears S77°51'45"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 of a curve to the right;
41) With said curve to the right having a radius of 73.00 feet, a central angle of
29°34'56", 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
53°02'36", a chord which beams S52'1 1'03"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) Willi said curve to the right having a radius of 500.00 feet, a central angle
of 01°35'43", a chord which bears S26°27'37"W a distance of 13.92 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
05'12'12". a chord which bears S24039'22"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 bt:ars S29°39'38"W a distance of 13 1.3 0 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 carve to the left;
jj�S S. t7f01?22-SS
exhibit ErAI- B- k •t A----
�D a�e of !Z
32.0976 Acr—
Shell Ranch
Page 5
JoF- 'i Fish Survey No. 232
Leroy 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 S28058'28"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) S73°24'28"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 ''/i' 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 left having a radius of 15.00 feet, a central angle of
90°00'00", a chord which bears N61°35'32"E a distance of 21.21 feet, for
an are distance of 23.56 feet to a 1/2" iron rod set;
2) S73*24'28"E, 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
90°00'00", a chord which bears S28°24'28"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) S73*24'28"E, passing at a distance of 143.12 feet a point on the common
line between said 42.775 acre tract and said 195.137 acre tract, and
continuing over and 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 metes and bounds 32.0976 acres of land area.
That 1, 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
Wl ESS MY HAND AND SEAL at Austin, Travis County, Texas this the
of 1997.
A,p, �T3re��Ff�
d.• N
GF♦EGORY A. WAY
t 4767"`
suR�
D
GREGORY A.WAy'
Registered Professi(gnal L Surveyor
No. 4567 - State of Texas
Pie s ole /Z
36.1820 Acres
Shell Ranch
Page 1
STATE OF TEXAS
COUNTY OF TRAVIS
Joseph Fish ✓ey No. 232
Leroy B. Lord Jurvoy No. 407
96568.33
April 24, 1997
FIELDNOTE DESCRIPTION of a 36.1.820 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 conveyed 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 ''/i' iron rod fo•ind For the northwesterly corner of that 226.68 acre
tract conveyed to Campbell - Georgetown #I 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, NI 1°20'42"W, leaving the northwesterly 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 and 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) N04°16'54"W, a distance of 51.59 feet to a''/T iron rod found for an angle point;
2) N04°10'36"W, a distance of 124.75 feet to a '/:" iron rod found for the
southeasterly corner of that 1.017 acre tract conveyed to the Estate of Jonas Shell
by deed of record in Volume l 148, 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''/i' iron rod found for die northeasterly corner of said 1.02 acre tract;
4) N04°49'41 "W, a distance of 127.71 feet to a 60d nail found for an angle point;
5) N04°33'47"W, a distance of 329 22 feet to a tree found for an angle point;
6) N08°29'08"W, a distance of 62.12 feet to a ''/i' iron rod found for the common
easterly corner of said Lot 16 ane. Lot 17 of said Chapparo Estates;
ifes.
r .I_ 'L 'd A ,nit wi /i Ane �i
THENCE, continuing along the westeriy line of said 195.137 acre tract, being the easterly
>
line of said Lot. 17, the following two (2) course::
cT =
°
1) N04°02' 15"W, a distance of 60.40 feet to a 60d nail found for an angle point;
n
O
2) N05°58'02"W, a distance of 149.23 feet to a''/z" iron rod set for the northwesterly
Cr -.
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 of 136.65 feet;
M �
w
N
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:
0
N
v
w
1) N70°00'59"E, a distance of 196.42 feet to a 1/2" iron rod set;
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2) S66"15'47"L-•, n distance of 300.70 feet to it 1/2" iron rud sal;
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3) S51°02'35"E, a distance of 56.00 feet to a 1/2" iron rod set on a curve to the left;
ifes.
r .I_ 'L 'd A ,nit wi /i Ane �i
36.1820 Acres Joseph Fish .._.vcy No. 232
Shell Ranch Leroy B. Lord Survey No. 407
Page 2 96568.33
April 24, 1997
4) Willi said curve to the left hav;ng a radius of 922.00 feet, a central angle of
14'34'01", a chord which bears S?.1'40'24"W a distance oC233.78 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
56'14'36", a chord which bears 303'43'54"E a distance of 18.85 feet, for an arc
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 i.aving a radius of 65.00 feet, a central angle of
28'09'17", a chord which bears S17'46'34"E a distance of 31.62 feet, for an arc
distance of 31.94 feet to a 1/2" iron rod set;
7) S69°00'51"E, a distance of 151.86 feet to a 1/2" iron rod set;
8) S21'07'20"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 a,,ing a radius of 356.21 feet, a central angle of
39'30'17", 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) S73'24'28"E, a distance of 450.94 feet to a to a 1/2" iron rod set on a curve to the
left;
11) With said curve to the left having a radius of 500.00 feet, a central angle of
09'22'12", a chord which bears ;: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) 504'51'15"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
11'17'37", a chord which bears )00°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
62'40'56", a chord which bears 537'46'50"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 havirg a radius of 73.00 feet, a central angle of
105'06'50", 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 hay^ng a radius of 20.00 feet, a central angle of
62'40'57", a chord which bears 304'39'04"E 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 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
05'47'41", a chord which bears S29'35' 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) S32'29'06"W, a distance of'34.10 feet to a I/2" iron rod set or the point of
curvature of a curve to the right; '.' =?
7 of !Z
36.1820 Acres Joseph Fish vey No. 232
Shell Ranch Leroy B. Lord purvey 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
0614'09", a chord which bears S35°36'11"W 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 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 a curve to the left;
21) With said curve to the left having a radius of 496.00 feet, a central angle of
20°25'04", a chord which bez: s S23°30'43"W a distance of 175.82 feet, for an are
distance of 176.75 feet to a 1/2" iron rod set for the point of reverse curvature of a
curve to the right;
22) With said curve to the right having a radius of 490.00 feet, a central angle of
03°41'49", a chord which bear,, S20°09'06"W a distance of 31.61 feet, for an are
distance of 31.62 feet to a I/2"iron rod set for the point of reverse curvature of a
curve to the left; 1
23) With said curve to the left having a radius of 500.00 feet, a central angle of
03'09' 16", a chord which bears S20°25'22"W 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 right;
24) With said curve to the right having a radius of 20.00 feet, a central angle of
8744'48", a chord which bears S62°43'08"W a distance of 27.72 feet, for an arc
distance of 30.63 feet to a 1/2" iron rod set;
25) S21'46'06"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
9000'00", a chord which bears 528'24'28"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 16'35'32"W, a distance of 131).CO feet to a calculated point;
28) S73'24'28"E, a distance of 60.00 feet to a 1/2" iron rod set;
29) S 16'35'32"W, a distance of 240.00 feet to a 1/2" iron rod set;
30) N73'24'28"W, a distance of 210.00 feet to a 1/2" iron rod set;
31) N83°04'29"W, 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''/z" 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 '/2" iron rod found in the common line between said 195.137 acre tract
and said 226.68 acre tract bears 520'58'04"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:
1) N20'5 8'04"W, a distance of 2 12.3 9 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) N19'52'26"W, a distance of 136.37 feet to a 60d nail found for an angle point;
RECORDERS MEMORANDUM
All or parts of the text on this page was TT' .- -------
clearly r
legible for satisfactory recordation.
%�ES. g801 ZZ -.Ss .P ,.r /?
36.1820 Acres Joseph Fish vey No. 232
Shell Ranch Leroy B. Lord ..,..rvcy No. 407
Page 4 96568.33
April 24, 1997
4) N22°04'38"W, a distance of 477.20 feet to the POINT OF BEGINNING,
CONTAINING within these metzs and bounds 36.1820 acre tract of land area.
That I, -Gregory A Way, a Registered Professional Land Surveyor, do hereby certify that the
above description is true and cornea 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.
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this th6G�' Uday of
4 a_.L 1997. n
/Q P� C'\§TE
h
GREGORY A. WAY
r \94567t:
suaN1
RECORDERS MEMORANDUM
All or parts of the text on this page was not
clearly legible for satisfactory recordation.
zis. ` 0v D nz -Se 9 ®P /Z
t
4e"xhih A, P49
GREGORY A. WAY �/
Registered Professional Land Surveyor
No. 1999 - State of Texas
Docil 9719G97
# F'ages: 32
Date : 05-02-1997
Time : 04:32:23 P.M.
Filed g Recorded in
Official Records
of WILLIAMSON County, TX.
ELAINE BIZZELL
COUNTY CLERK
Rec. $ 71.00
iTt; sTtrc Cv T'.ti6S
'•0UWV OFW LUAVESrA
tius is to cagy ta' 2 M Cagan j IrEw a
iLECOnEn In tza ori :� ec«r �.
Wof a� T= m 1W t�3 LW MR;
;tampadCOWN CLEM
��'��►► W1LLU1 O.Y Courm Tar,
17.7368 Acres
Shell Ranch
Page 1
STATE OF TEXAS
COUNTY Of TRAVIS
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
Joseph Pish Survey No. 232, Williamsun Cumuy, 'Texas, being a porlion of Ihnt 42.775 acre tract
conveyed to Roselpily Shell Tanner by decd of recurd in Volume 1872, Page 708 of the
Williamson County Decd Records, and of that 195.137 acre tract conveyed to Joy Shell Adkins
by decd of record in Volume 1872, Page 708 of said Decd Records; said 17.7368 acro tract is
more parliculnrly described by metes and bounds as follows:
BEGINNING at a %" iron rod found in rho 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 being the easterly lino of said 12.775 acre tract, said iron rod being the
southeasterly corner of said 32.0976 acre tract;
THENCE, leaving the southerly line of said 32.0976 acre tract, along the curving westerly
right-of-way line of Shell Road, being (lie easterly line of said 42.775 acre tract, with a curve to
1110 right having a radius of 2760.00 feet, n central angle of 18°04'14", a chord which bears
S39°55' 14"W a di'slanec of 866.87 fuel, fir an me dislnncc of 870.48 feet to n %i" iron rod set for
the southeasterly corner hereof, fru111 which a calculated point, being the point of tangency of snid
curve to the right, bears Willi said curve to (lie right having a radius of 2760.00 feet, a central
angle of 05°12'35", a chord which bears S5 1'33'38"W a distance of 250.87 feel, for nn me
distance of 250.95 feel, and from said point of langency a %i' iron rod found bears S29°36'35"E,
a distance of 0.26 feel;
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:
l) N73°24'28"W, a distance of 207.09 feel to a %2" iron rod set for an angle point;
2) N 16°35'32"E, a distance of 60.00 feet to a'/i' iron rod set for an angle point;
3) N73°24'28"W, a distance of 125.00 feel to a %" 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;
5) N73°24'28"W, a distance of 195.15 feel to a %" iron rod set for an angle puinl;
6) N35'38'13"F, n distance of 134.13 feel to a''/," iron rod set in a curve to the left;
7) Willi sald curve to the left having a radius of 175.00 foot, it central angle of
10°28'28", a chord which bears S62°37'49"E a distance of 31.95 feet, for an arc
distance of 31.99 feet to a %i' iron rod sot for an angle point;
8) N16°35'32"L7,.n distance of 124.18 fccl to a'/," iron rod set for an angle point;
9) N41 °39'26"W, a distance of 44.92 fect to a %" iron rod set for an angle point;
10) N20°58'03"W, a distance of 121.89 feel to a %i' iron rod set for an angio point;
11) NI 6-35'32"E, a distance of244.74 feet to a %i' iron rod set for an angle point;
12) N73°24'28"W, a distance of 137.50 Icer to a'/:" iron rod set for an angle point,
Ifes. j�0�22- SS
of
Exhibit Ar �na�e..lo l2
17.7368 Acres Joseph Fish Survey No. 232
Shell Ranch 97540.12
Page 2 October 23, 1997
13) S 16°35'32"W, a distance of 30.00 feet to a %:" iron rod set for an angle paint;
14) N73°24'28"W, a distance of 50.00 feel to a %i' iron rod set for tite beginning of
curve to the Iefl;
15) Willi said curve to the IcR having n radius of 5.00 feet, a central angio of
90°00'00", a chord which bears 11428°24'28"W a distance of 7.07 feet, for an arc
distance of 7.85 feet to a W' iron rod set for the point of tangency;
16) N73°24'28"W, a distance of 146.62 feet to a calculated point in the northwesterly
lino of said 42.775 acro tract, being the southeasterly line of said 195.137 acre
trncl, front which a ''/a" iron rod found fur 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;
TlIENC13, leaving the common line between said 42.775 acre tract find said 195.137 acre
(ract, over and across said 195.137 acre tract, the following four (4) courses:
1) N73°24'28"W, a distance of 118.38 lect to a %" iron rod set for the point of
curvature of a curve to the left;
2) Willi said curve to the left having a radius of 5.00 feet, a central angle of
90°00'00", a chord which bears S61°35'32"W a distance of 7.07 feet, for nn arc
distance of 7.85 feet to a %i' iron rod set;
3) N73°24'28:'W, a distance of 60.00 feet to a %i" iron rod set for an angle point;
4) NIG°35'32"E, a distance of 85.00 feet to a'/i' 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 %" iron rod
fount) for an angle point in the southerly line of said 36.1820 acro tract bears
N73°24'28"W, a distance of 150.00 feet;
. THENCE, along the southerly acid easterly lines of said 36.1820 acre tract, (lie following
two (2) courses:
1) S73°24'28"L', a distance of 60.00 feel to a %i' iron rod found for an angle point;
2) NI6°35'32"E, a distance ol'240.00 feet to a'A" iron rod found for the point of
curvature of a curve to the right in the southerly line of said 32.0976 acre tract;
THENCE, leaving the easterly line of said 36.1820 acre tract, along the southerly line of
said 32.0976 acre tract, being 1110 northerly lines of the rentninders of said 195.137 acre tract and
said 42.775 acre tract, the following nine (9) courses:
]) .
With said curve to lite right having a radios of 5.00 feel, a central anglo of
90°00'00", a chord which bears N61035'32"E a distance of 7.07 feel, for all arc
distance of 7.85 feet to a %' iron rod found for the point of tangency;
2) S73024'28"E, passing at a distance of 302.08 feet a calculated point in the easterly
line of said 195.137 acre tract, being the northerly line of said 42.775 acro tract,
fur a total distance of 635.00 feel to a %:" iron rod found for the point of curvature
of a curve to the right;
/Fes. X80 �zz- ss
Exhilif -4, // 6� l2
17.7368 Acres
Shell Ranch Joseph Fish Survey No. 232
Page 3 97540.12
October 23, 1997
3) With said curve to the right having a radius of 5.00 feet, a central Angle of
90"00'00", a chord which bears S28°24'28"L n distance of 7.07 feel, for an arc
distance of 7.85 feet to a %:" iron rod found for the point of tangency;
4) S 16035'32"W, a distance of 10.00 feet to a''A" iron rod found for an angle point;
5) S73°24'28"E, a distance of 50.00 feet to aI/x" iron rod found for an anglo point;
6) N16'35'32"E, a distance of 30.00 feel n'/i' iron rod found for an angle point;
7) S73°24'28"E, a distance of 125.00 feel to a %" iron rod found for an angle point;
8) SIV 35'32"W, a distance of 184.00 feet to a %' iron rod found for an angle point;
9) S73°24'28" E, a distance of 550.37 feet to the POINT OF BEGINNING,
CONTAINING within these metes and bounds 17.7368 acre tract of land area.
That 1, Gregory A. Way, a Registered Professional Land Surveyor, do hereby certify that the
above description is ttuo Fuld correct to the best of my knowledge and that the property described
herein was detemrined by a survey mnde on the ground under my direction and supervision.
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 23 �ny of
1997.
09V
t nt:(j nv A'liv}tiv� GREGORY A. WAY
Registered Professional Laud Surveyor
No. 4567 - State of'rexns
'fes' ?80 9zz - ss
Exh%b% f A /2
61,