HomeMy WebLinkAboutORD 2001-31 - Cimarron Hills PIDAN ORDINANCE LEVYING ASSESSMENTS FOR THE COST OF CERTAIN
IMPROVEMENTS TO BE PROVIDED IN THE CIMARRON HILLS PUBLIC
IMPROVEMENT DISTRICT; FIXING CHARGES AND LIENS AGAINST THE
PROPERTY IN THE DISTRICT AND AGAINST THE OWNERS THEREOF;
PROVIDING FOR THE COLLECTION OF THE ASSESSMENT; AND PROVIDING AN
EFFECTIVE DATE
WHEREAS, Chapter 372 of the Texas Local Government Code (the "Act") allows for the
creation of public improvement districts; and
WHEREAS, on or before June 13, 2000, owners of real property located within the Cimarron
Hills Public Improvement District delivered to the City an amended Petition (the "Petition") to create the
Cimarron Hills Public Improvement District (the "District") that is described in the field notes and the map
attached hereto and made a part hereof and marked Exhibit "A" ; and
WHEREAS, the City staff and City Council reviewed the Petition and determined that the owners
of taxable real property representing more than 50% of the appraised value of the taxable real property
liable for assessment under the Petition and owning more than 50% of the area of all taxable real property
within the District executed the Petition and that the Petition complied with the Act and authorized the City
Council of the City of Georgetown to consider making findings as to the advisability of the creation of the
District; and
WHEREAS, after providing notices required by Section 372.009 of the Act, the City Council
on July 11, 2000 and August 8, 2000 conducted public hearings on the advisability of the improvements
and the creation of the District; and
WHEREAS, on August 8, 2000, the City Council passed Resolution No. 20080&S which
authorized and approved the District and in accordance with its findings as to the advisability of the
improvements, recommended and approved the District; and
WHEREAS, the authorization of the District took effect when notice of the passage of the
Resolution was published in the Williamson County Sun, a newspaper of general circulation in the City,
on August 31, 2000; and
WHEREAS, pursuant to the Act, the proposed assessment roll and service plan was filed with
the City Secretary, and the statutory notice of a public hearing was mailed to the property owners and
published on March 14, 2001 to consider the levy of the proposed assessments on real property within the
District was accomplished; and
Cim monHillsPtD: Assess=ntOrdin cc
WHEREAS, after notice was provided as required by the Act, the City Council of the City of
Georgetown on March 27, 2001 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, •' ORDAINED BY THE• OF
OF • •
Section 1. The City Council hereby finds that the approval of the Assessment/Service Plan
implements the following policy of the Century Plan - Policy Plan Element:
Finance Policy End 14.00 which states; "All municipal operations are conducted in an
efficient, business -like manner and sufficient financial resources for both current and future
needs are provided,"
and further finds that the enactment 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. All matters stated in the preamble of this Ordinance are found to be true and correct
and are incorporated into the body of this Ordinance as if copied in their entirety.
Section 3. The City Council finds that the assessments as set forth in the attached
Assessment/Service Plan, 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 within each class 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 within each class 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 4. 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 sums of money as set forth in the Assessment Plan attached hereto and made a part hereof shown
opposite the description of the respective parcels of property, and the several amounts assessed against
the same, and the owners thereof.
Section 5. The sums above mentioned and assessed against the said parcels of property and the
owners thereof, together with reasonable attorney's fees and costs of collection, if incurred, are hereby
Ci=rronHitlsPID: AssessmentOrdiname
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.
Section 6. The annual assessments shall be due and payable by January 31 of each year beginning
January 31, 2002, and continuing regularly until the Bonds and other obligations, including accrued interest,
are paid in full. That if default be made in the payment of any of the said sums hereby assessed against said
property owners and their property, collection thereof, costs and attorney's fees, shall be enforced by suit
in any court having jurisdiction or by lien foreclosure or both, in the same manner that an ad valorem tax
lien against real property may be enforced by a governing body, pursuant to the Texas Tax Code,
Section 7. 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. Assessments may be paid in full and a. complete release of lien executed by the City as stated in
Section 9 of the Assessment/Service Plan. The owner may pay the full and complete amount of the
assessment plus interest accrued to the date of payment and upon such payment of principal and interest
receive a full and complete release of lien executed by the City. All interest payments on the assessments
are calculated to the date of payment. All payments shall be in accordance with the Assessment/Service
Plan attached hereto.
Section 8. This Ordinance shall take effect immediately from and after its passage and it is
accordingly so ordained,
Section 9All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly
repealed.
Section 10. The invalidity of any section or provision of this ordinance shall not invalidate other
sections or provisions thereof.
Section 11. 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.
Cim monHillsPID: Assessm WOrdimnce
READ and APPROVED on first reading this the 10th day of April, 2001.
READ, APPROVED and ADOPTED on second reading this the 24th day of April, 2001.
G
YELLEN KERSCH
Mayor
City of Georgetown, Texas
ATTEST:
SANDRA D. LEE
City Secretary
City of Georgetown, Texas
City Attorney
City of Georgetown, Texas
CimartonHillsPID: As=s=ntOrdinancc
Field Notes and Map of Cimarron Hills
Public Improvement District
CimarronHillsPtD: AssessmentOrdinance
GOLF COURSE TRACTS
FN 00-035-011-01R
EXHIBIT
E
287.81 ACRES JANUARY 24, 2001
DESCRIPTION OF 287.81 ACRES, BEING A 19.35 -ACRE TRACT OF LAND, HEREIN
CALLED TRACT "A", A 26.34 -ACRE TRACT OF LAND, HEREIN CALLED TRACT "B",
A 27.41 -ACRE TRACT OF LAND, HEREIN CALLED TRACT "C", A 42.94 -ACRE TRACT
OF LAND, HEREIN CALLED TRACT "D", A 62.36 -ACRE TRACT OF LAND, HEREIN
CALLED TRACT "E", A 73.80 -ACRE TRACT OF LAND, HEREIN CALLED TRACT "F", A
32.63 -ACRE TRACT OF LAND, HEREIN CALLED TRACT "G", AND A 2.98 -ACRE
TRACT OF LAND, HEREIN CALLED TRACT "H", ALL SITUATED IN THE A. H.
PORTER SURVEY, ABSTRACT NO. 490, BEING A PORTION OF THAT CERTAIN
CALLED 813.09 -ACRE TRACT OF LAND AS DESCRIBED IN A DEED TO RESORT
PROPERTIES, INC. OF RECORD IN VOLUME 2148, PAGE 318 OF THE OFFICIAL
RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 19.35 -ACRE TRACT "A", 26.34 -
ACRE, TRACT "B", 27.41 -ACRE TRACT "C", 42.94 -ACRE TRACT "D", 62.36 -ACRE
TRACT "E", 73.80 -ACRE TRACT "F", 32.63 -ACRE TRACT 44G", AND 2.98 -ACRE TRACT
"H" BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
TRACT "A" (DRIVING RANGE)
COMMENCING at a ih-inch iron rod found for the southwest corner of said 813.09 -acre tract,
being also the southeast comer of that certain 8.881 -acre tract of land as described in a deed to
GC&E Services, Inc. of record in Volume 2621, Page 136 of the Deed Records of Williamson
County, Texas, and being in the northerly line of State Highway No. 29, a 100 -foot wide right-
of-way;
THENCE, with the west line of said 813.09 -acre tract and the east line of said 8.881 -acre tract,
the following two (2) courses:
1. N 22°01'00" W, for a distance of 517.58 feet to a 60d nail found for an angle point, and
2. N 21'14'06" W, for a distance of 351.38 feet to a point being in the west line of said
813.09 -acre tract and being in the east line of that certain 8.725 -acre tract of land as
described in a deed to William D. Richards, et ux, of record in Document No. 9630009 of
the Deed Records of Williamson County, Texas;
THENCE, N 68045'54" E, departing the east line of said 8.725 -acre tract and over and across
said 813.09 -acre tract, for a distance of 65.84 feet to an iron rod with cap set for the POINT OF
BEGINNING and the southwest corner of the herein described tract;
THENCE, continuing over and across said 813.09 -acre tract, with the west, north, east and south
lines of the herein described tract, the following fifteen (15) courses:
GOLF COURSE TRACTS
287.81 Acres
Page 7 of 23
FN 00-035-011-01 R
January 24, 2001
1. N 21'18'57" W for a distance of 1555.98 feet to an 1/2 -inch iron rod with cap set at the
beginning of a curve to the right and being the northwest corner of the herein described
tract,
2. along said curve to the right, an arc distance of 38.93 feet said curve having a radius of
25.00 feet, a central angle of 89° 13' 17" and a chord bearing of N 24° 04' 25" E for a
chord distance of 35.12 feet to a lh inch iron rod with cap set at the end of said curve,
3. N 69°2744" E for a distance of 351.10 feet to a 1/2 -inch iron rod with cap set for the
northeast corner of the herein described tract,
4. S 25°48'31" E for a distance of 1142.53 feet to a lh-inch iron rod with cap set,
5. S 86°46'02" E for a distance of 255.00 feet to a 1/2 -inch iron rod with cap set,
6. S 04'26'09" W for a distance of 182.05 feet to a lh-inch iron rod with cap set,
7. S 85°33'57" E for a distance of 404.18 feet to a 1/2 -inch iron rod with cap set,
8. S 04°25'52" W for a distance of 143.26 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right and being the southeast corner of the herein described
tract,
9, along said curve to the right, an arc distance of 23.64 feet, said curve having a radius of
15.00, a central angle of 90°17'47" and a chord bearing of S 49°34'46" W and a chord
distance of 21.27 to a 1/2 -inch iron rod with cap set at the end of said curve,
10. N 850 21' 25" W for a distance of 1.92 feet to a 1/2 inch iron rod with cap set at the
beginning of a curve to the left,
l 1. along said curve to the left, an arc distance of 417.88 feet, said curve having a radius of
630.00 feet, a central angle of 38100'17" and a chord bearing of S 75°43'31" W and a
chord distance of 410.27 feet to a V2 -inch iron rod with cap set at a point of reverse
curvature to the right,
12, along said curve to the right, an arc distance of 16.43 feet, said curve having a radius of
15.00, a central angle of 62°44'37" and a chord bearing of S 88°05'40" W, for a chord
distance of 15.62 feet to a 1/2 -inch iron rod with cap set at a point of reverse curvature to
the left,
13, along said curve to the left, an arc distance of 156.99 feet, said curve having a radius of
90.00 feet, a central angle of 99°56'52" and a chord bearing of S 69°29'32" W, for a
chord distance of 137.83 feet to a 1/2 -inch iron rod with ca set at the end of said curve,
14. N 70'29'12" W for a distance of 131.58 feet to a 1/2 -inch iron rod with cap set, and
GOLF COURSE TRACTS FN 00-035-011-01 R
287.81 Acres January 24, 2001
Page 2 of 23
15. S 68046'05" W for a distance of 239.13
containing 19.35 acres of land, and
TRACT `B" (GOLF COURSE HOLES 15 AND 16)
feet to the POINT OF BEGINNING and
BEGINNING at a 1/i -inch iron rod found for the southeast corner of said 813.09 -acre tract, being
also the southwest corner of that certain 37.995 -acre tract of land as described in a deed to H. H.
Rothell of record in Volume 649, Page 607 of the Deed Records of Williamson County, Texas,
and being in the northerly line of State Highway 29, a 100 -foot wide right-of-way;
THENCE, N 8202624" W, with the south line of said 813.09 -acre tract, and the north line of
said State Highway 29 right-of-way, for a distance of 1269.10 feet to a point,
THENCE, N 0703336" E, departing the north line of said State Highway 29 right-of-way and
over and across said 813.09 -acre tract, for a distance of 78.82 feet to a'h-inch iron rod with cap
set for the POINT OF BEGINNING and the southeast corner of the herein described tract;
THENCE, continuing over and across said 813.09 -acre tract, with the south, west, north and east
lines of the herein described tract, the following thirty (30) courses and distances:
1. N 82°26'41" W for a distance of 1081.02 feet to a 1/z -inch iron rod with cap set for an
angle point,
2. N 07°33'43" E for a distance of 121.27 feet to a 1/z -inch iron rod with cap set for an angle
point,
3. N 82°26'23" W for a distance of 280.00 feet to a 1/z -inch iron rod with cap set for an
angle point,
4. S 07°3332" W for a distance of 121.30 feet to a 1/z -inch iron rod with cap set for an angle
point,
5. N 82°26'42" W for a distance of 806.94 feet to a 1/z -inch iron rod with cap set for an
angle point,
6. N 24'47'57" W for a distance of 570.46 feet to a '/z -inch iron rod with cap set for an
angle point,
7. N 70'04'35" E for a distance of 327.67 feet to a '/z -inch iron rod with cap set at the
beginning of a curve to the right,
8. along said curve to the right, an arc distance of 89.73 feet, said curve having a radius of
670.00 feet, a central angle of 07°40'24" and a chord bearings of N 73°54'47" E for a
chord distance of 89.66 feet to a'/z-inch iron rod with cap set at the end of said curve,
GOLF COURSE TRACTS
287.81 Acres
Page 3 of 23
FN 00-035-011-01 R
January 24, 2001
9. S 09°53'49" E for a distance of 149.44 feet to a 1/2 -inch iron rod with cap set for an angle
point,
10. N 80006'18" E for a distance of 125.00 feet to a'/2 -inch iron rod with cap set for an angle
point,
11. N 88025137" E for a distance of 175.95 feet to a ih-inch iron rod with cap set for an angle
point,
12. S 45010'30" E for a distance of 129.66 feet to a 1/2 -inch iron rod with cap set for an angle
point,
13. S 31°37'08" E for a distance of 65.23 feet to a 1/2 -inch iron rod with cap set for an angle
point,
14. S 39°25'05" E for a distance of 171.93 feet to a 1/2 -inch iron rod with cap set for an angle
point,
15. S 72°20'04" E for a distance of 198.08 feet to a 1/2 -inch iron rod with cap set for an angle
point,
16. N 76029'49" E for distance of 132.89 feet to a 1/2 -inch iron rod with cap set for an angle
point,
17. N 89°05'26" E for a distance of 126.02 feet to a 1/2 -inch iron rod with cap set for an angle
point,
18. S 76°15'29" E for a distance of 131.30 feet to a 1/2 -inch iron rod with cap set for an angle
point,
19. S 88°15'06" E for a distance of 509.71 feet to a 1/2 -inch iron rod with cap set for an angle
point,
20. N 85017'52" E for a distance of 167.24 feet to a 1/2 -inch iron rod with cap set for an angle
point,
21. N 75°03'59" E for a distance of 249.34 feet to a 1/2 -inch iron rod with cap set for an angle
point,
22. N 11°24'56" E for a distance of 69.17 feet to a 1/2 -inch iron rod with cap set for an angle
point,
23. S 78°35'06" E for a distance of 33.49 feet to a 1/2 inch iron rod with cap set in at the
beginning of a curve to the left,
GOLF COURSE TRACTS FN 00-035-011-01 R
287.81 Acres January 24, 2001
Page 4 of 23
24. along said curve to the left, an arc distance of 138.44 feet, said curve having a radius of
325.00 feet, a central angle of 24°24'22" and a chord of which bears N 89°13'04" E for a
chord distance of 137.40 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
25. N 77°00'45" E for a distance of 275.04 feet to a/24nch iron rod with cap set at the
beginning of a curve to the left,
26. along said curve to the left, an arc distance of 74.21 feet, said curve having a radius of
1025.00 feet, a central angle of 04°08'53" and a chord of which bears N 74056'14" E for
a chord distance of 74.19 feet to a r/2 -inch iron rod with cap set at the end of said curve,
27. S 21027108" E for a distance of 71.31 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
28, along said curve to the right, an arc distance of 104.89 feet, said curve having a radius
75.00 feet, a central angle of 80°08'04" and a chord which bears S 18°36'54" W for a
chord distance of 96.55 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
29. S 58°40'52" W for a distance of 784.69 feet to a 1/2 -inch iron rod with cap set for an angle
point, and
30. S 38°41'52" E for a distance of 155.37 feet to the POINT OF BEGINNING and
containing 26.34 acres of land, and
TRACT "C" (GOLF COURSE HOLES 13 AND 14)
COMMENCING at a 1/2 -inch iron rod found for the southeast corner of said 813.09 -acre tract,
being also the southwest corner of that certain 37.995 -acre tract of land as described in a deed to
H. H. Rothell of record in Volume 649, Page 607 of the Deed Records of Williamson County,
Texas, and being in the northerly line of State Highway 29, a 100 -foot wide right-of-way;
THENCE, N 22°03' 11" W, with the east line of said 813.09 -acre tract and the west line of said
37.995 -acre tract, for a distance of 603.46 feet to a 1/2 -inch iron rod found for an angle point;
THENCE, N 21003735" W. continuing with the east line of said 813.09 -acre tract and the west
line of said 37.995 -acre tract, for a distance of 570.06 feet to an angle point;
THENCE, S 68056126" W, departing the west line of said 37.995 -acre tract and over and across
said 813.09 -acre tract, for a distance of 162.10 feet to a 1/2 -inch iron rod with cap set at the
POINT OF BEGINNING and being at the beginning of a curve to the left;
THENCE, continuing over and across said 813.09 -acre tract, with the east, south, west and north
lines of the herein described tract, for the following thirty-six (36) courses;
GOLF COURSE TRACTS
287.81 Acres
Page 5 of 23
FN 00-035-011-01 R
January 24, 2001
1. along said curve to the right, an arc distance of 23.56 feet, said curve having a radius of
15.00, a central angle of 89°59'57" and a chord bearing of S 23°33'05" W, for a chord
distance of 21.21 feet to a'/2 -inch iron rod with cap set at the end of said curve,
2. S 68°33'06" W for a distance of 25.86 feet to a lh-inch iron rod with cap set at the
beginning of a curve to the right,
3. along said curve to the right, an arc distance of 143.97 feet, said curve having a radius of
975.00 feet, a central angle of 08027'37" and a chord bearing of S 72°46'55" W, for a
chord distance of 143.84 feet to a 1/s -inch iron rod with cap set at the end of said curve,
4. S 77°00'45" W for a distance of 211.58 feet to a 1/2 -inch iron rod with cap set for an angle
point,
5. N 12058746" W for a distance of 62.20 feet to a lh-inch iron rod with cap set for an angle
point,
6. N 67°32'27" W for a distance of 263.07 feet to a 1/2 -inch iron rod with cap set for an
angle point,
7. N 86°05'42" W for a distance of 127.09 feet to a 1/2 -inch iron rod with cap set for an
angle point,
8. S 85°26'53" W for a distance of 219.31 feet to a 1/2 -inch iron rod with cap set for an angle
point,
9. N 62°21'05" W for a distance of 115.87 feet to a 1/2 -inch iron rod with cap set for an
angle point,
10. N 51010'2351 W for a distance of 77.13 feet to a 1/2 -inch iron rod with cap set for an angle
point,
11. N 06037'14" E for a distance of 348.41 feet to a lh-inch iron rod with cap set for an angle
point,
12. N 56039'05" E for a distance of 151.22 feet to a 1/2 -inch iron road with cap set for an
angle point,
13. N 15°11'58" W for a distance of 184.34 feet to a 1/2 -inch iron rod with cap set for an
angle point,
14. N 78006'565' W for a distance of 104.25 feet to a 1/2 -inch iron rod with cap set for an
angle point,
GOLF COURSE TRACTS
287.81 Acres
Page 6 of 23
FN 00-035-011-01 R
January 24, 2001
15. S 81054509" W for a distance of 510.24 feet to a 1/2 -inch iron rod with cap set for an angle
point,
16. N 82°52'50" W for a distance of 64.06 feet to a 1/2 -inch iron rod with cap set for an angle
point,.
17. N 56039'50" W for a distance of 125.25 feet to a 1/2 -inch iron rod with cap set for an
angle point,
18. N 48025'35" W for a distance of 887.58 feet to a 1/2 -inch iron rod with cap set for an
angle point,
19. N 21°21'50" E for a distance of 70.52 feet to a 1/2 -inch iron rod with set in a curve to the
left,
20, along said curve to the left, an arc distance of 259.03 feet, said curve having a radius of
630.00 feet, a central angle of 23°33'29" and a chord bearing of S 82°50'44" E for a
chord distance of 257.21 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
21. N 85022131" E for a distance of 217.52 feet to a 1/2 -inch iron rod with cap set for an angle
point,
22. S 13018130" W for a distance of 131.72 feet to a 1/2 -inch iron rod with a cap set for an
angle point,
23. S 64°52'25" E for a distance of 410.44 feet to a 1/2 -inch iron rod with a cap set for an
angle point,
24. N 85018151" E for a distance of 170.15 feet to a 1/2 -inch iron rod with a cap set for an
angle point,
25. N 08°4529" W for a distance of 200.63 feet to a 1/2 -inch iron rod with a cap set for an
angle point,
26. N 81014128" E for a distance of 162.54 feet to a 1/2 -inch iron rod with a cap set at the
beginning of a curve to the right,
27, along said curve to the right, an arc distance of 57.13, said curve having a radius of
300.00 feet to a central angle of 10°54'39" and a chord bearing of N 86°41'47" E for a
chord distance of 57.04 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
28. S 87050'53"E for a distance of 174.24 feet to a 1/2 -inch iron rod with cap set for an angle
point,
GOLF COURSE TRACTS
287.81 Acres
Page 7 of 23
FN 00-035-011-01 R
January 24, 2001
29. S 02009108" W for a distance of 196.24 feet to a 1/2 -inch iron rod with cap set for an angle
point,
30. S 87051'01" E for a distance of 116.23 feet to a 1/2 -inch iron rod with cap set for an angle
point,
31. S 31'21'52" E for a distance of 489.12 feet to a l/2 -inch iron rod with cap set for an angle
point,
32. S 32006'49" E for a distance of 326.54 feet to a 1/2 inch iron rod with cap set for an angle
point,
33. S 66°5454" E for a distance of 372.43 feet to a 1/2 -inch iron rod with cap set for an angle
point,
34. N 23°05'06" E for a distance of 108.68 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
35. along said curve to the right, an are distance of 8397, said curve having a radius of
275.00 feet, a central angle of 17°29'39" and a chord bearing of S 30°11'39" E, for a
chord distance of 83.64 feet to a 1/2 -inch iron rod with a cap set at the end of said curve,
and
36. S 21°26'53" E for a distance of 351.65 feet to the POINT OF BEGINNING and
containing 27.41 acres of land, and
TRACT "D" (GOLF COURSE HOLES 1 THROUGH 3)
COMMENCING at a 1/2 -inch iron rod with cap found for the southeast comer of that certain
98.30 -acre tract of land as described in a deed to Milton Lee and Judy Marie Owen, Jr. of record
in Volume 2208, Page 603 of the Deed Records of Williamson County, Texas and being an
interior ell corner in the west line of said 813.09 -acre tract;
THENCE, N 66017'48" E, over and across said 813.09 -acre tract, for a distance of 579.26 feet to
a 1/2 -inch iron rod with cap set at the POINT OF BEGINNING of the herein described tract;
THENCE, continuing over and across said 813.09 -acre tract, with the west, north, east and south
lines of the herein described tract, the following forty-three (43) courses:
1. N 06'14'02" W for a distance of 154.00 feet to a 1/2 -inch iron rod with cap set for an
angle point,
2. N 57°51'01" E for a distance of 295.43 feet to a 1/2 inch iron rod with cap set for an angle
point,
GOLF COURSE TRACTS FN 00-035-011-01 R
287.81 Acres January 24, 2001
Page 8 of 23
3. S 13°13'09" E for a distance of 155.20 feet to a lh inch iron rod with cap set for an angle
point
4. N 78°30'56" E for a distance of 362.65 feet to a lh-inch iron rod with cap set for an angle
point,
5. N 16°05'54" W for a distance of 637.08 feet to a 1/2 -inch iron rod with cap set for an
angle point,
6. N 12°20'55" W for a distance of 125.27 feet to a 1/2 -inch iron rod with cap set for an
angle point,
7. N 08'28'14" E for a distance of 86.15 feet to a lh-inch iron rod with cap set for an angle
point,
8. N 62°03'55" W for a distance of 135.53 feet to a 1/s -inch iron rod with cap set in a curve
to the left,
9, along said curve to the left, an arc distance of 174.67, said curve having a radius of
325.00 feet, a central angle of 30'47'38" and a chord bearing of N 52'21'16" E, for a
chord distance of 172.58 feet to a 1/2 -inch iron road with cap set at the end of said curve,
10. S 74023'13" E for a distance of 305.87 feet to a 1/2 -inch iron rod with cap set for an angle
point,
11. S 34°01'22" E for a distance of 95.30 feet to a lh-inch iron rod with cap set for an angle
point,
12. S 11'17'54" E for a distance of 111.24 feet to a 1/2 -inch iron rod with cap set for an angle
point,
13. S 03031'50" W for a distance of 750.02 feet to a 1/2 -inch iron rod with cap set for an angle
point,
14. S 37'35'13" W for a distance of 127.41 feet to a 1/2 -inch iron rod with cap set for an angle
point,
15. S 14'47'36" W for a distance of 234.60 feet to a 1/2 -inch iron rod with cap set for an angle
point,
16. S 47025116" W for a distance of 123.45 feet to a 1/2 -inch iron rod with cap set for an angle
point,
17. S 37°06'50" W for a distance of 209.68 feet to a'h-inch iron rod with cap set for an angle
point,
GOLF COURSE TRACTS
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January 24, 2001
18. S 01°58'36" W for a distance of 446.54 feet to a'/z-inch iron rod with cap set for an angle
point,
19. S 44"17'49"W for a distance of 585.41 feet to a 1/2 -inch iron rod with cap set for an angle
point,
20. S 88°10'07" W for a distance of 323.93 feet to a 1/2 -inch iron rod with cap set for an angle
point,
21. S 24005'43" W for a distance of 531.85 feet to a 1/2 -inch iron rod with cap set for an angle
point,
22. S 10'49'29" W for a distance of 670.76 feet to a'/s-inch iron rod with cap set for an angle
point,
23. S 36'29'10" E for a distance of 171.94 feet to a 1/2 -inch iron rod with cap set for an angle
point,
24. S 41012137" E for a distance of 40.00 feet to a 1/2 -inch iron rod with cap set for an angle
point,
25. S 48045'34" W for a distance of 28.90 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
26. along said curve to the right, an arc distance of 457.31 feet, said curve having a radius of
570.00 feet, a central angle of 45°58'05" and a chord bearing of S 71°44'36" W, for a
chord distance of 445.14 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
27. N 85015'52" W for a distance of 20.25 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
28. along said curve to the right, an arc distance of 23.48 feet, said curve having a radius of
15.00 feet, a central angle of 89042'13" and a chord bearing of N 40'25'14" W, for a
chord distance of 21.16 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
29. N 04°25'52" E for a distance of 149.78 feet to a 1/2 -inch iron rod with cap set for an angle
point,
30. S 85°33'59" E for a distance of 150.00 feet to a 1/2 -inch iron rod with cap set for an angle
point,
31. N 04°25'55" E for a distance of 250.01 feet to a 1/2 -inch iron rod with cap set for an angle
point,
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287.81 Acres January 24, 2001
Page 10 of 23
32. N 11006'31" W for a distance of 353.16 feet to a 1/2 -inch iron rod with cap set for an
angle point,
33. N 66°37'44" W for a distance of 156.48 feet to a 1/2 -inch iron rod with cap set for an
angle point,
34. N 22029'26" W for a distance of 108.00 feet to a 1/2 -inch iron rod with cap set for an
angle point,
35. N 14023143" E for a distance of 105.23 feet to a 1/2 -inch iron rod with cap set for an angle
point,
36. N 34°37'37" E for a distance of 104.78 feet to a 1/2 -inch iron rod with cap set for an angle
point,
37. N 43023'34" E for a distance of 92.78 feet to a 1/2 -inch iron rod with cap set for an angle
point,
38. N 88012133" E for a distance of 43.28 feet to a 1/2 -inch iron rod with cap set for an angle
point,
39. N 24005554" E for a distance of 633.40 feet to a l/2 -inch iron rod with cap set for an angle
point,
40. N 46°22'35" E for a distance of 461.01 feet to a 1/2 -inch iron rod with cap set for an angle
point,
41. N 39°37'31" E for a distance of 294.94 feet to a 1/2 -inch iron rod with cap set for an angle
point,
42. N 26°45'36" E for a distance of 307.47 feet to a 1/2 -inch iron rod with cap set for an angle
point, and
43. N 06°13'55" W for a distance of 157.16 feet to the POINT OF BEGINNING and
containing 42.94 acres of land, and
TRACT "E" (GOLF COURSE HOLES 9 THROUGH 12)
COMMENCING at a 1/2 -inch iron rod with cap found for the southwest corner of Lot 9 of D & N
Builders Tract, an unrecorded subdivision, in Williamson County, Texas, being also the
northwest corner of Lot 8 of said D & N Builders Tract, and being in the east line of said 813.09 -
acre tract;
GOLF COURSE TRACTS
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January 24, 2001
THENCE, S 21°17'11" E, with the east line of said 813.09 -acre tract and the west line of said
Lot 8, for a distance of 88.58 feet to a 1/2 -inch iron rod with cap set at the POINT OF
BEGINNING and northeast corner of the herein described tract;
THENCE, continuing with the east line of said 813.09 -acre tract and the west line of said Lot 8,
and with the east line of the herein described tract, the following three (3) courses:
1. S 21'17'11" E, for a distance of 998.32 feet to an iron rod found,
2. S 40019157" E, for a distance of 94.58 feet to an iron rod found, and
3. S 46°39'28" E, for a distance of 182.75 feet to a 1/2 -inch iron rod with cap set,
THENCE, departing the west line of said Lot 8 and over and across said 813.09 -acre tract, with
the east, south, west and north lines of the herein described tract, the following forty-four (44)
courses:
1. S 68°06'03" W for a distance of 492.33 feet to a 1/2 -inch iron rod with cap set for an angle
point,
2. S 00'30'05" W for a distance of 428.52 feet to a 1/2 -inch iron rod with cap set for an angle
point,
3. S 68'38'17" W for a distance of 101.45 feet to a 1/2 -inch iron rod with cap set for an angle
point,
4. S 63°09'07" W for a distance of 80.61 feet to a 1/2 -inch iron rod with cap set for an angle
point,
5. S 67°10'46" W for a distance of 183.80 feet to a 1/2 -inch iron rod with cap set for an angle
point,
6. S 37°24'06" W for a distance of 100.86 feet to a 1/2 -inch -iron rod with cap set for an angle
point,
7. S 10'57'17" E for a distance of 125.44 feet to a 1/2 -inch iron rod with cap set for an angle
point,
8. S 20'47'15" E for a distance of 600.26 feet to a 1/2 -inch iron rod with cap set for an angle
point,
9. S 86°59'35" W for a distance of 94.79 feet to a 1/2 -inch iron rod with cap set for an angle
point,
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FN 00-035-011-01 R
January 24, 2001
10. S 03°36'04" E for a distance of 443.41 feet to a 1/2 -inch iron rod with cap set for an angle
point,
11. S 27057'52" W for a distance of 841.37 feet to a'/2 -inch iron rod with cap set for an angle
point,
12. S 49°11'02" W for a distance of 266.92 feet to a 1/2 -inch iron rod with cap set for an angle
point,
13. S 31012109" W for a distance of 416.63 feet to a 1/2 -inch iron rod with cap set for an angle
point,
14. S 80039' 10" E for a distance of 185.82 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the left,
15, along said curve to the left, an arc distance of 4.51 feet, said curve having a radius of
325.00 feet, a central angle of 00°47'43", and a chord bearing of S 08°56'53" W, for a
chord distance of 4.51 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
16. S 08°33'01" W for a distance of 41.97 feet to a 1/2 inch iron rod with cap set at the
beginning of a curve to the right,
17. along said curve to the right, and arc distance of 21.45 feet, said curve having a radius of
15.00 feet, a central angle of 81055'55" and a chord bearing of S 49°30'59" W, for a
chord distance of 19.67 feet to a 1/2 -inch iron rod with cap set at a point of reverse curve
to the left,
18, along said curve to the left, an arc distance of 24.07 feet, said curve having a radius of
270.00 feet, a central angle of 05°06'25" and a chord bearing of S 87°55'43" W, for a
chord distance of 24.06 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
19. S 85°22'31" W for a distance of 251.92 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
20. along said curve to the right an arc distance of 399.53 feet, said curve having a radius of
580.00 feet, a central angle of 39°28'06" and a chord of which bears N 74°53'26" W for
chord distance of 391.68 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
21. N 55009723" W for a distance of 121.06 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
22, along said curve to the right, an arc distance of 37.36 feet, said curve having a radius of
25.00 feet, a central angle of 85'37'19" and a chord of which bears of N 12°20'43" W,
for a chord distance of 33.98 feet to a 1/2 -inch iron rod with cap set at a point of reverse
curve to the left,
GOLF COURSE TRACTS
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Page 13 of 23
FN 00-035-011-01 R
January 24, 2001
23. along said curve to the left, an arc distance of 187.54 feet, said curve having a radius of
630.00 feet, a central angle of 17'03'22" and a chord bearing of N 21'56'15" E, for a
chord distance of 186.85 feet to a'/s-inch iron rod with cap set at the end of said curve,
24. N 13°24'42" E for a distance of 202.92 feet to a 1/2 -inch iron rod with cap set for an angle
point,
25. S 76035113" E for a distance of 152.05 feet to a 1/2 -inch iron rod with cap set for an angle
point,
26. N 77034'48" E for a distance of 134.69 feet to a 1/2 -inch iron rod with cap set for an angle
point,
27. N 26042356" E for a distance of 577.95 feet to a 1/2 -inch iron rod with cap set for an angle
point,
28. N 16056'02" E for a distance of 557.94 feet to a 1/2 -inch iron rod with cap set for an angle
point,
29. N 02057'25" E for a distance of 1015.62 feet to a 1/2 -inch iron rod with cap set for an
angle point,
30. N 05°08'39" W for a distance of 378.98 feet to a 1/2 -inch iron rod with cap set for an
angle point,
31. N 86050'24" W for a distance of 140.96 feet to a 1/2 -inch iron rod with cap set for an
angle point,
32. N 03°09'40" E for a distance of 60.84 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
33. along said curve to the right, an arc distance of 325.03 feet, said curve having a radius of
520.00 feet, a central angle of 35°48'47" and a chord of which bears N 21°04'03" E for a
chord distance of 319.76 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
34. N 38°58'27" E for a distance of 28.02 feet to a 1/2 -inch iron rod with cap set at the
beginning a curve to the right,
35. along said curve to the right, an are distance of 146.07 feet, said curve having a radius of
525.00 feet, a central angle of 15°56'29" and a chord of which bears N 46°56'41" E for a
chord distance of 145.60 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
36. S 41013'41" E for a distance of 214.23 feet to a 1/2 -inch iron rod with cap set for an angle
point,
GOLF COURSE TRACTS FN 00-035-011-01 R
287.81 Acres January 24, 2001
Page 14 of 23
37. N 80009'3 87' E for a distance of 177.61 feet to a'h-inch iron rod with cap set for an angle
point,
38. N 54°08129" E for a distance of 177.68 feet to a 1/2 -inch iron rod with cap set for an angle
point,
39. N 23'16'10" E for a distance of 175.11 feet to a'h-inch iron rod with cap set for an angle
point,
40. N 23017'45" W for a distance of 794.20 feet to a ih-inch iron rod with cap set for an
angle point,
41. N 59008158" W for a distance of 142.20 feet to a i/2 -inch iron rod with cap set for an
angle point,
42. N 30050'59" E for a distance of 239.79 feet to a'/2 -inch iron rod with cap set for an angle
point,
43. S 45°33'33" E for a distance of 318.15 feet to a i/2 -inch iron rod with cap set for an angle
point, and
44. N 68°44'34" E for a distance of 171.59 feet to the POINT OF BEGINNING and
containing 62.36 acres of land, and
TRACT "F" (GOLF COURSE HOLES 4 THROUGH 8)
COMMENCING at a iron rod found for the northwest corner of said 813.09 -acre tract, being
also the northeast comer of that certain 121.21 -acre tract of land as described in a deed to John F.
& Jeanette L. Griffin, III of record in Volume 2489, Page 651 of the Deed Records of
Williamson County, Texas, and being in the south line of that certain 170.00 -acre tract of land as
described in a deed to Stanley M. & Carol R. Jensen of record in Volume 2179, Page 519 of the
Deed Records of Williamson County, Texas;
THENCE, S 21011117" E. with the west line of said 813.09 -acre tract and the east line of said
121.21 -acre tract, for a distance of 623.58 feet to a point;
THENCE, N 68048144" E, departing the west line of said 121.21 -acre tract and over and across
said 813.09 -acre tract, for a distance of 75.91 feet to a i/2 -inch iron rod with cap set at the POINT
OF BEGINNING of the herein described tract;
THENCE, continuing over and across said 813.09 -acre tract, with the north, east, south and west
lines of the herein described tract, the following seventy-nine (79) courses and distances;
1. N 70'28'14" E for a distance of 71.46 feet to a %2 -inch iron rod with cap set,
GOLF COURSE TRACTS FN 00-035-011-01 R
287.81 Acres January 24, 2001
Page 15 of 23
2. N 35°05'28" E for a distance of 142.88 feet to a'/2 -inch iron rod with cap set,
3. N 14'08'14" W for a distance of 181.94 feet to a 1/2 -inch iron rod with cap set,
4. N 35°20'02" E for a distance of 198.98 feet to a 1/2 -inch iron rod with cap set,
5. N 74°21'50" E for a distance of 420.70 feet to a 1/2 -inch iron rod with cap set,
6. N 68°29'53" E for a distance of 552.15 feet to a 1/2 -inch iron rod with cap set,
7. N 47048'35" E for a distance of 19099 feet to a 1/2 -inch iron rod with cap set,
8. N 69°56'30" E for a distance of 38.40 feet to a 1/2 -inch iron rod with cap set,
9. S 61°02'51" E for a distance of 64.84 feet to a 1/2 -inch iron rod with cap set,
10. N 76052'55" E for a distance of 1153.90 feet to a 1/2 -inch iron rod with cap set,
11. S 67°03'29" E for a distance of 221.86 feet to a 1/2 -inch iron rod with cap set,
12. S 33003336" E for a distance of 356.69 feet to a 1/2 -inch iron rod with cap set,
13. S 07°41'06" E for a distance of 8996 feet to a 1/2 -inch iron rod with cap set,
14. S 44°38'30" E for a distance of 33.01 feet to a 1/2 -inch iron rod with cap set,
15. S 13°01'07" W for a distance of 67.80 feet to a 1/2 -inch iron rod with cap set,
16. S 57°46'51" W for a distance of 125.46 feet to a 1/2 -inch iron rod with cap set,
17. S 13018'58" E for a distance of 907.91 feet to a 1/2 -inch iron rod with cap set,
18. S 67°19'56" E for a distance of 152.19 feet to a 1/2 -inch iron rod with cap set,
19. N 68°59'57" E for a distance of 116.93 feet to a 1/2 -inch iron rod with cap set,
20. S 56044' 10" E for a distance of 81.94 feet to a 1/2 -inch iron rod with cap set,
21. S 27034'51" E for a distance of 51.21 feet to a 1/2 -inch iron rod with cap set,
22. N 67°46'31" E for a distance of 160.41 feet to a 1/2 -inch iron rod with cap set in a curve to
the right,
GOLF COURSE TRACTS FN 00-035-011-01 R
287.81 Acres January 24, 2001
Page 16 of 23
23. along said curve to the right, an arc distance of 159.37 feet, said curve having a radius of
375.00 feet, a central angle of 24°21'00" and a chord bearing of S 21'12'10" E, for a
chord distance of 158.17 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
24. S 55047'00" W for a distance of 243.74 feet to a'/2 -inch iron rod with cap set,
25. S 01°00'34" W for a distance of 124.89 feet to a 1/2 -inch iron rod with cap set,
26. S59008150" E for a distance of 127.83 feet to a l/2 -inch iron rod with cap set,
27. S 30050'59" W for a distance of 174.27 feet to a 1/2 -inch iron rod with cap set,
28. N 59008'56" W for a distance of 148.17 feet to a 1/2 -inch iron rod with cap set,
29. S 54°23'37" W for a distance of 164.97 feet to a 1/2 -inch iron rod with cap set,
30. S 72001'42" W fora distance of 141.18 feet to a 1/2 -inch iron rod with cap set,
31. N 85004104" W for a distance of 125.03 feet to a 1/2 -inch iron rod with cap set,
32. N 77°17'06" W for a distance of 324.31 feet to a 1/2 -inch iron rod with cap set,
33. N 04°38'30" E for a distance of 230.53 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the left,
34. along said curve to the left, an arc distance of 114.67 feet, said curve having a radius of
625.00 feet, a central angle of 10°30'44" and a chord bearing of N 00°36'52" W, for a
chord distance of 114.51 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
35. S 64°02'03" E for a distance of 85.80 feet to a 1/2 -inch iron rod with cap set,
36. S 71'25'l 0" E for a distance of 141.48 feet to a 1/2 -inch iron rod with cap set,
37. N 20°15'41" W for a distance of 726.12 feet to a 1/2 -inch iron rod with cap set,
38. N 64°26'07" E for a distance of 160.10 feet to a 1/2 -inch iron rod with cap set,
39. N 00054153" E for a distance of 485.45 feet to a 1/2 -inch iron rod with cap set,
40. N 40°40'08" W for a distance of 351.87 feet to a 1/2 -inch iron rod with cap set,
41. N 82008'24" W for a distance of 195.97 feet to a 1/2 -inch iron rod with cap set,
42. N 87°09'24" W for a distance of 386.05 feet to a 1/2 -inch iron rod with cap set,
GOLF COURSE TRACTS FN 00-035-011-01R
287.81 Acres .January 24, 2001
Page 17 of 23
43. S 57°16'01" W for a distance of 80.21 feet to a'/s-inch iron rod with cap set,
44. S 07°51'42" W for a distance of 153.79 feet to a 1/2 -inch iron rod with cap set,
45. S 68016130" W for a distance of 669.29 feet to a 1/2 -inch iron rod with cap set,
46. S 87038708" W for a distance of 578.81 feet to a 1/2 -inch iron rod with cap set,
47. S 02°21'53" E for a distance of 435.42 feet to a 1/2 -inch iron rod with cap set,
48. S 60006'22" E for a distance of 38.97 feet to a 1/2 -inch iron rod with cap set,
49. S 65012' 15" E for a distance of 352.67 feet to a 1/2 -inch iron rod with cap set,
50. S 43053128" E for a distance of 91.31 feet to a 1/2 -inch iron rod with cap set,
51. S 1145'40" E for a distance of 41.95 feet to a 1/2 inch iron rod with cap set,
52. S 04000'03" E for a distance of 554.39 feet to a 1/2 -inch iron rod with cap set,
53. S 55°22'22" E for a distance of 68.33 feet to a 1/2 -inch iron rod with cap set,
54. S 72000115" E for a distance of 89.53 feet to a 1/2 -inch iron rod with cap set,
55. S 43'29'10" E for a distance of 971.52 feet to a 1/2 -inch iron rod with cap set,
56. S 32°59'58" E for a distance of 732.61 feet to a 1/2 -inch iron rod with cap set,
57. S 55°08'28" E for a distance of 84.58 feet to a 1/2 -inch iron rod with cap set in a curve to
the right,
58, along said curve to the right, an arc distance of 322.42 feet, said curve having a radius of
275.00 feet, a central angle of 67°10'30" and a chord bearing of S 72°23'04" W, for a
chord distance of 304.27 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
59. N 74001'41" W for a distance of 7.82 feet to a 1/2 -inch iron rod with cap set,
60. N 15°58'32" E for a distance of 116.04 feet to a 1/2 inch iron rod with cap set,
61. N 49054'46" W for a distance of 374.39 feet to a 1/2 -inch iron rod with cap set,
62. S 16°12149" W for a distance of 262.05 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
GOLF COURSE TRACTS
287.81 Acres
Page 18 0123
FN 00-035-011-01 R
January 24, 2001
63. along said curve to the right, an arc distance of 132.12 feet, said curve having a radius of
375.00 feet, a central angle of 20°11'09" and a chord bearing of N 52°52'33" W, for a
chord distance of 131.43 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
64. N 42°46'58" W for a distance of 120.26 feet to a 1/2 -inch iron rod with cap set,
65. N 47°13'04" E for a distance of 232.97 feet to a 1/2 -inch iron rod with cap set,
66. N 51°53'20" W for a distance of 306.37 feet to a 1/2 -inch iron rod with cap set,
67. N 61'1 F 13" W for a distance of 511.94 feet to a V2 -inch iron rod with cap set,
68. N 38°03'04" W for a distance of 117.77 feet to a ih-inch iron rod with cap set,
69. N 14'56'14" W for a distance of 572.55 feet to a 1/2 -inch iron rod with cap set,
70. N 73°45'44" W for a distance of 305.35 feet to a 1/2 -inch iron rod with cap set,
71. N 21011158" W for a distance of 30.90 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the left,
72, along said curve to the left, an arc distance of 33.10 feet, said curve having a radius of
420.00 feet, a central angle 04°30'55" and a chord bearing of N 23°27'26" W, for a chord
distance of 33.09 feet to a 1/2 -inch iron road with cap set at the end of said curve,
73. S 73°44'59" E for a distance of 189.67 feet to a 1/2 -inch iron rod with cap set,
74. N 1701015717 E for a distance of 46.30 feet to a 1/2 -inch iron rod with cap set,
75. N 20°59'54" W for a distance of 244.07 feet to a 1/2 -inch iron rod with cap set,
76. N 52°15'24" W for a distance of 381.90 feet to a 1/2 -inch iron rod with cap set,
77. S 46'23'19" W for a distance of 149.70 feet to a 1/2 -inch iron rod with cap set in a curve
to the right,
78, along said curve to the right, an arc distance of 81.81 feet, said curve having a radius of
275.00 feet, a central angle 17°02'38" and a chord bearing of N 28°03'06" W, for a chord
distance of 81.51 feet to a 1/2 inch iron rod set at the end of said curve, and
79. N 19°31'46" w for a distance of 391.11 feet to the POINT OF BEGINNING and
containing 73.80 acres of land, and
GOLF COURSE TRACTS
287.81 Acres
Page 19 of 23
FN 00-035-011-01 R
January 24, 2001
TRACT "G" (GOLF COURSE HOLES 17, 18 AND CLUBHOUSE)
COMMENCING at a 1/2 -inch iron rod found for the southeast corner of said 813.09 -acre tract,
being also the southwest corner of that certain 37.995 -acre tract of land as described in a deed to
H. H. Rothell of record in Volume 649, Page 607 of the Deed Records of Williamson County,
Texas, and being in the northerly line of State Highway 29, a 100 -foot wide right-of-way;
THENCE, N 82026124" W, with the south line of said 813.09 -acre tract, and the north line of
said State Highway 29 right-of-way, for a distance of 4300.70 feet to a point;
THENCE, N 07033'36" E, departing the north line of said State Highway 29 right-of-way and
over and across said 813.09 -acre tract for a distance of 443.10 feet to a'/2 -inch iron rod with cap
set for the POINT OF BEGINNING of the herein described tract;
THENCE, continuing over and across said 813.09 -acre tract the following nineteen (19) courses:
1. N 81 '23'3 8" W for a distance of 434.62 feet to a 1/2 inch iron rod set at the beginning of a
curve to the right,
2, along said curve to the right, an arc distance of 681.91 feet, said curve having a radius of
650.00 feet, a central angle of 60'06'31" and a chord bearing of N 51'20'15" W for a
chord distance of 651.07 feet to a 1/2 inch iron rod with cap set at a point of compound
curve to the right,
3, along said curve to the right, an arc distance of 17.22 feet, said curve having a radius of
15.00 feet, a central angle of 65'46'17" and a chord bearing of N 11'36'09" E for a chord
distance of 16.29 feet to a 1/2 inch iron rod with cap set at a point of reverse curve to the
left,
4. along said curve to the left, an arc distance of 85.19 feet, said curve having a radius of
90.00 feet, a central angle of 54°14'03" and a chord bearing of N 17'22'16" E for a chord
distance of 82.05 feet to a 1/2 inch iron rod with cap set at a point of reverse curve to the
right,
5, along said curve to the right, an arc distance of 17.48 feet, said curve having a radius of
15.00 feet, a central angle of 66'46'16 " and a chord bearing of N 23°38'22" E for a chord
distance of 16.51 feet to a 1/2 inch iron rod with cap set at a point of compound curve to
the right,
6, along said curve to the right, an arc distance of 375.08 feet, said curve having a radius of
570.00 feet, a central angle of 37°42'09" and a chord bearing of N 75°52'35" E for a
chord distance of 368.35 feet to a 1/2 inch iron rod with cap set at the end of said curve,
7. S 85°16'21" E for a distance of 102.17 feet to a 1/2 inch iron rod with cap set a the
beginning of a curve to the left,
GOLF COURSE TRACTS FN 00-035-011-01 R
287.81 Acres January 24, 2001
Page 20 of 23
8. along said curve to the left, an arc distance of 505.45 feet, said curve having a radius of
630.00 feet, a central angle of 45°58'05" and a chord bearing of N 71°44'36" E for a
chord distance of 492.00 feet to a'/s inch iron rod with cap set at the end of said curve,
9. N 48°45'34" E for a distance of 4.14 feet to a 1/x inch iron rod with cap set,
10. S 42028154" E for a distance of 198.81 feet to a 1/z inch iron rod with cap set,
11. N 47'32'15" E for a distance of 325.00 feet to a 1/2 inch iron rod with cap set,
12. S 86°51140" E for a distance of 923.56 feet to a 1/2 inch iron rod with cap set,
13. S 31°31'23" E for a distance of 87.66 feet to a 1/2 inch iron rod with cap set,
14. S 21'14'43" W for a distance of 534.26 feet to a 1/2 inch iron rod with cap set in a curve
to the left,
15, along said curve to the left, an arc distance of 87.02 feet, said curve having a radius of
440.00 feet, a central angle of 11'19'53" and a chord bearing of S 85'46'07" W for a
chord distance of 86.88 feet to a 1/2 inch iron rod with cap set at the end of said curve,
16. S 80006' 10" W for a distance of 109.29 feet to a 1/2 inch iron rod with cap set at the
beginning of a curve to the left,
17, along said curve to the left, an are distance of 127.75 feet, said curve having a radius of
730.00 feet, a central angle of 10'01'35" and a chord bearing of S 75'05'23" W for a
chord distance of 127.58 feet to a 1/2 inch iron rod with cap set at the end of said curve,
18. S 70'04'35" W for a distance of 509.39 feet to a 1/2 inch iron rod with cap set at the
beginning of a curve to the right, and
19, along said curve to the right, an arc distance of 383.41 feet, said curve having a radius of
770.00 feet, a central angle of 28°31'46" and a chord bearing of S 84°20'28" W for a
chord distance of 379.46 feet to the POINT OF BEGINNING and containing 32.63 acres
of land, and
TRACT "H" (MAINTENANCE FACILITY)
COMMENCING at a lh-inch iron rod found for the southwest corner of said 813.09 -acre tract,
being also the southeast comer of that certain 8.881 -acre tract of land as described in a deed to
GC&E Services, Inc. of record in Volume 2621, Page 136 of the Deed Records of Williamson
County, Texas, and being the northerly line of State Highway No. 29, a 100 -foot right-of-way;
GOLF COURSE TRACTS
287.81 Acres
Page 21 of 23
FN 00-035-011-01 R
January 24, 2001
THENCE, with the west line of said 813.09 -acre tract and the east line of said 8.881 -acre tract,
the following two (2) courses:
1. N 22°01'00" W, for a distance of 517.58 feet to a 60d nail found for an angle point, and
2. N 21014'06" W, for a distance of 1123.07 feet to a point being in the east line of said
813.09 -acre tract and being in the east line of that certain 12.564 -acre tract of land as
described in a deed to Jewel Moye McWhorter of record in Volume 1893, Page 192 of
the Deed Records of Williamson County, Texas;
THENCE, N 20041521" W, with the west line of said 813.09 -acre tract and the east line of said
12.564 -acre tract, for a distance of 266.08 feet to an iron rod found for the northeast corner of
said 12.564 -acre tract, being also an angle point in the west line of said 813.09 -acre tract and
being the southeast corner of that certain 20.0 -acre tract of land as described in a deed to Mrs.
Sam Goldenberg of record in Volume 1705, Page 793 of the Deed Records of Williamson
County, Texas;
THENCE, N 21012'27" W, continuing with the west line of said 813.09 acre tract and with the
east line of said 20.0 -acre tract, for a distance of 618.25 feet to an angle point;
THENCE, N 68047'33" E, departing the east line of said 20.0 -acre tract and over and across said
813.09 -acre tract, for a distance of 60.67 feet to a lh-inch iron rod with cap set at the POINT OF
BEGINNING of the herein described tract;
THENCE, N 21'18'57" W, continuing over and across said 813.09 -acre tract, with the west line
of the herein described tract, for a distance of 350.37 feet to a 1/2 -inch iron rod with cap set for
the northwest corner of the herein described tract, being also in the north line of said 813.09 -acre
tract and being in the south line of that certain 98.30 -acre tract of land as described in a deed to
Milton Lee and Judy Marie Owen, Jr. of record in Volume 2208, Page 603 of the Deed Records
of Williamson County, Texas;
THENCE, N 69°56'01" E, with the north line of the herein described tract, the north line of said
813.09 -acre tract and the south line of said 98.30 -acre tract, for a distance of 350.66 feet to a 1/2 -
inch iron rod with cap found for the northeast comer of the herein described tract;
THENCE, departing the south line of said 98.30 -acre tract and over and across said 813.09 -acre
tract, with the east and south lines of the herein described tract, the following three (3) courses
and distances:
1. S 20°32'08" E, for a distance of 372.46 feet to a lh-inch iron rod with cap set for the
southeast corner of the herein described tract,
2. S 69°27'47" W for a distance of 320.53 feet to a 1/2 inch iron rod with cap set at the
beginning of a curve to the right, and
GOLF COURSE TRACTS FN 00-035-011-01R
287.81 Acres January 24, 2001
Page 22 of 23
3. along said curve to the right, an arc distance of 39.61 feet, said curve having a radius of
25.00 feet, a central angle of 90°46'43" and a chord bearing of N 65°55'35" W for a
chord distance of 35.60 feet to the POINT OF BEGINNING and containing 2.98 acres of
land, for a combined total in all seven tract of 287.81 acres.
Bearings are based on the Texas State Plan Coordinate System, Central Zone, NAD 1983
Convergence, 01'21'27"
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TRAVIS §
That I, William D. Warrick, a Registered Professional Land Surveyor, do hereby certify
that the above description is true and correct to the best of my knowledge and belief and that the
property described herein was determined by a survey made on the ground during JA �vu4:e y Zoo l
under my direction and supervision.
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the Zs"' day
of J4 /V uAA,y_ 2001, A.D.
Vara Land Surveying
7035 F.M. 2244, Suite 200
Austin, Texas 78746
GOLF COURSE TRACTS
287.81 Acres
William D. Warrick
Registered Professional Land Surveyor
No. 4426 — State of Texas
Page 23 of 23
�STF9
.94426 \ 0 :
.,OSE r'
i S S
SU kJ
FN 00-035-011-01 R
January 24, 2001
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS
REALTOR TRACT;—�j JANUARY 25, 2001
DESCRIPTION OF A 525.18 -ACRE TRACT OF LAND SITUATED IN THE A. H. PORTER
SURVEY, ABSTRACT, BEING ALL OF THAT PART CALLED 813.09 -ACRE TRACT OF
LAND AS DESCRIBED IN A DEED TO RESORT PROPERTIES, INC. OF RECORD IN
VOLUME 2148, PAGE 318 OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY,
TEXAS, SAID 525.18 ACRES BEING DESCRIBED BY METES AND BOUNDS AS
FOLLOWS;
BEGINNING at an iron rod found for the southeast corner of said 813.09 -acre tract, being also in
the north line of State Highway 29, a 100 -foot wide right-of-way, being also the southwest
corner of that certain 37.995 -acre tract of land as described in a deed to H.H. Rothell of record in
Volume 649, Page 607 of the Deed Records of Williamson County, Texas and being the
southeast corner of the herein described tract;
THENCE, with the south line called 813.09 -acre tract, the north line of said State Highway No.
29 right-of-way and the south line of the herein described tract, the following two (2) courses:
1. N 82°26'24" W for a distance of 5292.81 feet to a lh-inch iron rod with cap set at the
beginning of a curve to the left, and
2. Along said curve to the left, an arc distance of 130.02 feet, said curve having a radius of
5779.65 feet, a central angle of 01017'20" and a chord bearing of N 83°02'42" W, for a
chord distance of 130.02 feet to an iron rod found being the southwest corner of called
813.09 -acre tract, being also the southwest corner of the herein described tract and being
the southeast corner of that certain 8.881 -acre tract of land as described in a deed to G C
& E Services of record in Volume 2621, Page 136 of the deed records of Williamson
County, Texas;
THENCE, N 22001'00" W, with the west line of called 813.09 -acre tract, the east line of said
8.881 -acre tract and the west line of the herein described tract, for a distance of 517.58 feet to a
40d nail found for the northeast corner of said 8.881 -acre tract, being also a southeast corner of
that certain 8.725 -acre tract of land as described in a deed to William D. Richards, et ux of
record in Document No. 9630009 of the Official Records of Williamson County, Texas;
THENCE, N21`14'06" W, continuing with the west line of called 813.09 -acre tract, the west line
of the herein described tract, and with the east line of said 8.725 -acre tract, for a distance of
1123.07 feet to a 40d nail found for an angle point in the east line of that certain 12.564 -acre
tract of land as described in a deed to Jewel Moye McWhorter of record in Volume 1893, Page
192 of the Deed Records of Williamson County, Texas;
THENCE, N 20°41'21" W, continuing with the west line of called 813.09 -acre tract, the west
line of the herein described tract and the east line of said 12.564 -acre tract, for a distance of
525.18 ACRES
CIMARRON HILLS
REALTOR TRACT
Page 1 of 27
FN 00-035-011-02
JANUARY 25, 2001
1
266.08 feet to a 1/2 -inch iron rod with cap set for the northeast corner of said 12.564 -acre tract,
being also a southeast corner of that certain 20.0 -acre tract of land as described in a deed to Mrs.
Sam Goldenberg of record in Volume 1705, Page 793 of the Deed Records of Williamson
County, Texas;
THENCE, N 21012'27" W, continuing with the west line of called 813.09 -acre tract, the west
line of the herein described tract and with the east line of said 20.0 -acre tract, for a distance of
969.82 feet to an iron rod found for the most westerly northwest corner of called 813.09 -acre
tract, being also the most westerly northwest corner of the herein described tract, being also the
northeast corner of said 20.0 -acre tract and being the southwest corner of that certain 98.30 -acre
tract of land as described in a deed to Jilton Lee & Judy Marie Ower, Jr. of record in Volume
2208, Page 603 of the Official Records of Williamson County, Texas;
THENCE, with a north line of called 813.09 -acre tract, the north line of the herein described
tract and the south line of said 98.30 -acre tract, the following five (5) courses:
1. N 69°56'01" E for a distance of 410.68 feet to a 1/2 -inch iron rod with cap set for an angle
point,
2. N 69°08'31" E for a distance of 191.06 feet to a 1/2 -inch iron rod with cap set for an angle
point,
3. N 64°16'01" E for a distance of 77.21 feet to a 1/2 -inch iron rod with cap set for an angle
point,
4. N 69°54'31" E for a distance of 843.66 feet to a 1/2 -inch iron rod with cap set for an angle
point, and
5. N 69°57'31" E for a distance of 860.36 feet to a 1/z -inch iron rod with cap set for an ell
corner in the west line of called 813.09 -acre tract, being also an ell corner in the west line
of the herein described tract and being the southeast corner of said 98.30 -acre tract;
THENCE, N 21012'16" W, with the west line of called 813.09 -acre tract, the west line of the
herein described tract and the east line of said 98.30 -acre tract, for a distance of 2360.75 feet to
an iron rod found for the northeast corner of said 98.30 -acre tract and being the southeast corner
of that certain 121.21 -acre tract of land as described in a deed to John F. & Jeanette L. Griffin,
III of record in Volume 2499, Page 651 of the Official Records of Williamson County, Texas;
THENCE, N 21 01 I' 16" W, with the west line of called 813.09 -acre tract, the west line of the
herein described tract and the east line of said 121.21 -acre tract, for a distance of 2340.54 feet to
an iron rod found for the northwest corner of called 813.09 -acre tract, being also the northeast
corner of said 121.21 -acre tract and being in the south line of that certain 170.00 -acre tract of
land as described in a deed to Stanley M. & Carol R. Jensen of record in Volume 2179, Page 519
of the Official Records of Williamson County, Texas;
525.18 ACRES
CIMARRON HILLS
REALTOR TRACT
Page 2 of 27
FN 00-035-011-02
JANUARY 25, 2001
266.08 feet to a 1/2 -inch iron rod with cap set for the northeast corner of said 12.564 -acre tract,
being also a southeast corner of that certain 20.0 -acre tract of land as described in a deed to Mrs.
Sam Goldenberg of record in Volume 1705, Page 793 of the Deed Records of Williamson
County, Texas;
THENCE, N 21012'27" W, continuing with the west line of called 813.09 -acre tract, the west
line of the herein described tract and with the east line of said 20.0 -acre tract, for a distance of
969.82 feet to an iron rod found for the most westerly northwest corner of called 813.09 -acre
tract, being also the most westerly northwest corner of the herein described tract, being also the
northeast corner of said 20.0 -acre tract and being the southwest corner of that certain 98.30 -acre
tract of land as described in a deed to Jilton Lee & Judy Marie Ower, Jr. of record in Volume
2208, Page 603 of the Official Records of Williamson County, Texas;
THENCE, with a north line of called 813.09 -acre tract, the north line of the herein described
tract and the south line of said 98.30 -acre tract, the following five (5) courses:
1. N 69°56'01" E for a distance of 410.68 feet to a 1/2 -inch iron rod with cap set for an angle
point,
2. N 69°08'31" E for a distance of 191.06 feet to a 1/2 -inch iron rod with cap set for an angle
point,
3. N 64°16'01" E for a distance of 77.21 feet to a 1/2 -inch iron rod with cap set for an angle
point,
4. N 69°54'31" E for a distance of 843.66 feet to a 1/2 -inch iron rod with cap set for an angle
point, and
5. N 69°57'31" E for a distance of 860.36 feet to a 1/z -inch iron rod with cap set for an ell
corner in the west line of called 813.09 -acre tract, being also an ell corner in the west line
of the herein described tract and being the southeast corner of said 98.30 -acre tract;
THENCE, N 21012'16" W, with the west line of called 813.09 -acre tract, the west line of the
herein described tract and the east line of said 98.30 -acre tract, for a distance of 2360.75 feet to
an iron rod found for the northeast corner of said 98.30 -acre tract and being the southeast corner
of that certain 121.21 -acre tract of land as described in a deed to John F. & Jeanette L. Griffin,
III of record in Volume 2499, Page 651 of the Official Records of Williamson County, Texas;
THENCE, N 21 01 I' 16" W, with the west line of called 813.09 -acre tract, the west line of the
herein described tract and the east line of said 121.21 -acre tract, for a distance of 2340.54 feet to
an iron rod found for the northwest corner of called 813.09 -acre tract, being also the northeast
corner of said 121.21 -acre tract and being in the south line of that certain 170.00 -acre tract of
land as described in a deed to Stanley M. & Carol R. Jensen of record in Volume 2179, Page 519
of the Official Records of Williamson County, Texas;
525.18 ACRES
CIMARRON HILLS
REALTOR TRACT
Page 2 of 27
FN 00-035-011-02
JANUARY 25, 2001
THENCE, N 68046'56" E, with the north line of called 813.09 -acre tract, the north line of the
herein described tract and the south line of said 170.00 -acre tract, for a distance of 3303.09 feet
to an iron rod found for the northeast corner of called 813.09 -acre tract, being also the northeast
corner of the herein described tract, being also the southeast corner of said 170.00 -acre tract,
being also the southwest corner of that certain 221.58 -acre tract as described in a deed to The
Culp Family Loving Trust of record in Volume 2179, Page 554 of the Official Records of
Williamson County, Texas and being the northwest corner of that certain 312.08 -acre tract of
land known as the D & N Builders Tract an unrecorded subdivision in Williamson County,
Texas;
THENCE, with the east line of the called 813.09 -acre tract, the east line of the herein described
tract and the west line of said 312.08 -acre tract, the following eleven (11) courses:
1. S 21'17'37" E for a distance of 780.43 feet to an iron rod found for an angle point,
2. S 21'13'20" E for a distance of 394.53 feet to a 40d nail found for an angle point,
3. S 21°10'49" E for a distance of 197.91 feet to a 1/2 -inch rod with cap set for an angle
point,
4. S 21'15'30" E for a distance of 187.17 feet to an iron rod for an angle point,
5. S 21°09'50" E for a distance of 563.78 feet to a 40d nail found for an angle point,
6. S 20°42'51" E for a distance of 834.39 feet to a 1/2 -inch iron rod with cap set for an angle
point,
7. S 21'17'11" E for a distance of 1086.90 feet to an iron rod found for an angle point,
8. S 40°19'57" E for a distance of 94.58 feet to an iron rod found for an angle point,
9. S 46°39'28" E for a distance of 200.57 feet to an iron rod found for an angle point,
10. S 42'12'30" E for a distance of 225.05 feet to a 1/2 -inch iron rod with cap set for an angle
point, and
11. S 23°33'03" E for a distance of 194.67 feet to a 1/2 -inch iron rod with cap set for the most
northerly southeast corner of called 813.09 -acre tract, being also the most northerly
northeast corner of the herein described tract, being also the southwest corner of said
312.08 -acre tract and being in the north line of that certain 274.53 -acre tract of land as
described in a deed to The Rothell Family Limited Partnership of record in Volume 2527,
Page 28 of the Official Records of Williamson County, Texas;
THENCE, with a south line of called 813.09 -acre tract, a south line of the herein described tract
and the north line of said 274.53 -acre tract, the following seven (7) courses:
525.18 ACRES
CIMARRON HILLS
REALTOR TRACT
Page 3 of 27
FN 00-035-011-02
JANUARY 25, 2001
1. S 59°05'27" W for a distance of 15.42 feet to a 1/s -inch iron rod with cap set for an angle
point,
2. S 86°01'57" W for a distance of 19.36 feet to a'/i-inch iron rod with cap set for an angle
point,
3. S 54°30'57" W for a distance of 127.28 feet to a'/z-inch iron rod with cap set for an angle
point,
4. S 66°10'57" W for a distance of 86.10 feet to an iron rod found for an angle point,
5. S 68'39'14" W for a distance of 602.93 feet to a 40d nail found in a tree for an angle
point,
6. S 63°07'34" W for a distance of 79.90 feet to a r/z-inch iron rod with cap set for an angle
point, and
7. S 6711'04" W for a distance of 170.98 feet to an iron rod found for an ell corner in the
east line of called 813.09 -acre tract, being also an ell corner in the east line of the herein
described tract and being the northwest corner of said 274.53 -acre tract;
THENCE, with the east line of called 813.09 -acre tract, the east line of the herein described tract
and the west line of said 274.53 -acre tract, the following four (4) courses:
1. S 10°57'43" E for a distance of 138.76 feet to an iron rod for an angle point,
2. S 19°50'45" E for a distance of 167.37 feet to an iron rod found for an angle point,
3. S 21'03'34" E for a distance of 4476.04 feet to a 40d nail found for an angle point, and
4. S 22'03'11" E for a distance of 603.46 feet to the POINT OF BEGINNING and
containing 812.99 acres of land,
SAVE AND EXCEPT A 287.81 ACRE TRACT DESCRIBED AS FOLLOWS:
DESCRIPTION OF 287.81 ACRES, BEING A 19.35 -ACRE TRACT OF LAND, HEREIN
CALLED TRACT "A", A 26.34 -ACRE TRACT OF LAND, HEREIN CALLED TRACT "B",
A 27.41 -ACRE TRACT OF LAND, HEREIN CALLED TRACT "C", A 42.94 -ACRE TRACT
OF LAND, HEREIN CALLED TRACT "D", A 62.36 -ACRE TRACT OF LAND, HEREIN
CALLED TRACT "E", A 73.80 -ACRE TRACT OF LAND, HEREIN CALLED TRACT "F", A
32.63 -ACRE TRACT OF LAND, HEREIN CALLED TRACT "G", AND A 2.98 -ACRE
TRACT OF LAND, HEREIN CALLED TRACT "H", ALL SITUATED IN THE A. H.
PORTER SURVEY, ABSTRACT NO, 490, BEING A PORTION OF THAT CERTAIN
CALLED 813.09 -ACRE TRACT OF LAND AS DESCRIBED IN A DEED TO RESORT
525.18 ACRES
CIMARRON HILLS
REALTOR TRACT
Page 4 of 27
FN 00-035-011-02
JANUARY 25, 2001
PROPERTIES, INC. OF RECORD IN VOLUME 2148, PAGE 318 OF THE OFFICIAL
RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 19.35 -ACRE TRACT "A", 26.34 -
ACRE, TRACT "B", 27.41 -ACRE TRACT "C", 42.94 -ACRE TRACT "D", 62.36 -ACRE
TRACT "E51,73.80 -ACRE TRACT "F", 32.63 -ACRE TRACT "G", AND 2.98 -ACRE TRACT
"H" BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
TRACT "A" (DRIVING RANGE)
COMMENCING at a 1/2 -inch iron rod found for the southwest corner of said 813.09 -acre tract,
being also the southeast corner of that certain 8.881 -acre tract of land as described in a deed to
GC&E Services, Inc. of record in Volume 2621, Page 136 of the Deed Records of Williamson
County, Texas, and being in the northerly line of State Highway No. 29, a 100 -foot wide right-
of-way;
THENCE, with the west line of said 813.09 -acre tract and the east line of said 8.881 -acre tract,
the following two (2) courses:
1. N 22001'00"W, for a distance of 517.58 feet to a 60d nail found for an angle point, and
2. N 21014106" W, for a distance of 351.38 feet to a point being in the west line of said
813.09 -acre tract and being in the east line of that certain 8.725 -acre tract of land as
described in a deed to William D. Richards, et ux, of record in Document No. 9630009 of
the Deed Records of Williamson County, Texas;
THENCE, N 68045'54" E, departing the east line of said 8.725 -acre tract and over and across
said 813.09 -acre tract, for a distance of 65.84 feet to an iron rod with cap set for the POINT OF
BEGINNING and the southwest corner of the herein described tract;
THENCE, continuing over and across said 813.09 -acre tract, with the west, north, east and south
lines of the herein described tract, the following fifteen (15) courses:
1. N 21'18'57" W for a distance of 1555.98 feet to an 1/2 -inch iron rod with cap set at the
beginning of a curve to the right and being the northwest corner of the herein described
tract,
2, along said curve to the right, an arc distance of 38.93 feet said curve having a radius of
25.00 feet, a central angle of 89° 13' 17" and a chord bearing of N 24° 04' 25" E for a
chord distance of 35.12 feet to a 1/2 inch iron rod with cap set at the end of said curve,
3. N 69°27'44" E for a distance of 351.10 feet to a 1/2 -inch iron rod with cap set for the
northeast corner of the herein described tract,
4. S 25°48'31" E for a distance of 1142.53 feet to a 1/2 -inch iron rod with cap set,
5. S 86°46'02" E for a distance of 255.00 feet to a 1/2 -inch iron rod with cap set,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 5 of 27
6. S 04°26'09" W for a distance of 182.05 feet to a 1/2 -inch iron rod with cap set,
7. S 85°33'57" E for a distance of 404.18 feet to a 1/2 -inch iron rod with cap set,
8. S 04°25'52" W for a distance of 143.26 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right and being the southeast corner of the herein described
tract,
9. along said curve to the right, an arc distance of 23.64 feet, said curve having a radius of
15.00, a central angle of 90°17'47" and a chord bearing of S 49°34'46" W and a chord
distance of 21.27 to a 1/2 -inch iron rod with cap set at the end of said curve,
10. N 85° 21' 25" W for a distance of 1.92 feet to a 1/2 inch iron rod with cap set at the
beginning of a curve to the left,
11. along said curve to the left, an arc distance of 417.88 feet, said curve having a radius of
630.00 feet, a central angle of 38'00'17" and a chord bearing of S 75°43'31" W and a
chord distance of 410.27 feet to a 1/2 -inch iron rod with cap set at a point of reverse
curvature to the right,
12, along said curve to the right, an arc distance of 16.43 feet, said curve having a radius of
15.00, a central angle of 62°44'37" and a chord bearing of S 88°05'40" W, for a chord
distance of 15.62 feet to a '/2 -inch iron rod with cap set at a point of reverse curvature to
the left,
130 along said curve to the left, an arc distance of 15699 feet, said curve having a radius of
90.00 feet, a central angle of 99°5652" and a chord bearing of S 69°29'32" W, for a
chord distance of 137.83 feet to a 1/2 -inch iron rod with ca set at the end of said curve,
14. N 70'29'12" W for a distance of 131.58 feet to a 1/2 -inch iron rod with cap set, and
15. S 68°46'05" W for a distance of 239.13 feet to the POINT OF BEGINNING and
containing 19.35 acres of land, and
TRACT `B" (GOLF COURSE HOLES 15 AND 16)
BEGINNING at a 1/2 -inch iron rod found for the southeast corner of said 813.09 -acre tract, being
also the southwest corner of that certain 37.995 -acre tract of land as described in a deed to H. H.
Rothell of record in Volume 649, Page 607 of the Deed Records of Williamson County, Texas,
and being in the northerly line of State Highway 29, a 100 -foot wide right-of-way;
THENCE, N 82026124" W, with the south line of said 813.09 -acre tract, and the north line of
said State Highway 29 right-of-way, for a distance of 1269.10 feet to a point;
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FN 00-035-011-02
JANUARY 25, 2001
THENCE, N 07033136" E, departing the north line of said State Highway 29 right-of-way and
over and across said 813.09 -acre tract, for a distance of 78.82 feet to a ih-inch iron rod with cap
set for the POINT OF BEGINNING and the southeast corner of the herein described tract;
THENCE, continuing over and across said 813.09 -acre tract, with the south, west, north and east
lines of the herein described tract, the following thirty (30) courses and distances:
1. N 82°26'41" W for a distance of 1081.02 feet to a 1/2 -inch iron rod with cap set for an
angle point,
2. N 07°33'43" E for a distance of 121.27 feet to a 1/2 -inch iron rod with cap set for an angle
point,
3. N 82'26'23" W for a distance of 280.00 feet to a 1/2 -inch iron rod with cap set for an
angle point,
4. S 07°33'32" W for a distance of 121.30 feet to a 1/2 -inch iron rod with cap set for an angle
point,
5. N 82°26'42" W for a distance of 806.94 feet to a 1/2 -inch iron rod with cap set for an
angle point,
6. N 24°47'57" W for a distance of 570.46 feet to a 1/2 -inch iron rod with cap set for an
angle point,
7. N 70'04'35" E for a distance of 327.67 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
8, along said curve to the right, an arc distance of 89.73 feet, said curve having a radius of
670.00 feet, a central angle of 07°40'24" and a chord bearings of N 73°54'47" E for a
chord distance of 89.66 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
9. S 09°53'49" E for a distance of 149.44 feet to a 1/2 -inch iron rod with cap set for an angle
point,
10. N 80'06'18" E for a distance of 125.00 feet to a 1/2 -inch iron rod with cap set for an angle
point,
11. N 88025'37" E for a distance of 175.95 feet to a 1/2 -inch iron rod with cap set for an angle
point,
12. S 45010130" E for a distance of 129.66 feet to a 1/2 -inch iron rod with cap set for an angle
point,
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FN 00-035-011-02
JANUARY 25, 2001
13. S 31°37'08" E for a distance of 65.23 feet to a'/2 -inch iron rod with cap set for an angle
point,
14. S 39025105" E for a distance of 171.93 feet to a 1/2 -inch iron rod with cap set for an angle
point,
15. S 72°20'04" E for a distance of 198.08 feet to a 1/2 -inch iron rod with cap set for an angle
point,
16. N 76029149" E for distance of 132.89 feet to a 1/2 -inch iron rod with cap set for an angle
point,
17. N 89°05'26" E for a distance of 126.02 feet to a 1/2 -inch iron rod with cap set for an angle
point,
18. S 76'15'29" E for a distance of 13130 feet to a 1/2 -inch iron rod with cap set for an angle
point,
19. S 88015'06" E for a distance of 509.71 feet to a 1/2 -inch iron rod with cap set for an angle
point,
20. N 85°17152" E for a distance of 167.24 feet to a 1/2 -inch iron rod with cap set for an angle
point,
21. N 75°03'59" E for a distance of 249.34 feet to a 1/2 -inch iron rod with cap set for an angle
point,
22. N 11°24'56" E for a distance of 69.17 feet to a 1/2 -inch iron rod with cap set for an angle
point,
23. S 78°35'06" E for a distance of 33.49 feet to a 1/2 inch iron rod with cap set in at the
beginning of a curve to the left,
24, along said curve to the left, an arc distance of 138.44 feet, said curve having a radius of
325.00 feet, a central angle of 24'24'22" and a chord of which bears N 89'13'04" E for a
chord distance of 137.40 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
25. N 77°00'45" E for a distance of 275.04 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the left,
26, along said curve to the left, an arc distance of 74.21 feet, said curve having a radius of
1025.00 feet, a central angle of 04°08'53" and a chord of which bears N 74°56'14" E for
a chord distance of 74.19 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
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REALTOR TRACT
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FN 00-035-011-02
JANUARY 25, 2001
27. S 21°27'08" E for a distance of 71.31 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
28. along said curve to the right, an arc distance of 104.89 feet, said curve having a radius
75.00 feet, a central angle of 80°08'04" and a chord which bears S 18°36'54" W for a
chord distance of 96.55 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
29. S 58040352" W for a distance of 784.69 feet to a'/z-inch iron rod with cap set for an angle
point, and
30. S 38°41'52" E for a distance of 155.37 feet to the POINT OF BEGINNING and
containing 26.34 acres of land, and
TRACT "C" (GOLF COURSE HOLES 13 AND 14)
COMMENCING at a 1/2 -inch iron rod found for the southeast corner of said 813.09 -acre tract,
being also the southwest corner of that certain 37.995 -acre tract of land as described in a deed to
H. H. Rothell of record in Volume 649, Page 607 of the Deed Records of Williamson County,
Texas, and being in the northerly line of State Highway 29, a 100 -foot wide right-of-way;
THENCE, N 22003'11 " W, with the east line of said 813.09 -acre tract and the west line of said
37.995 -acre tract, for a distance of 603.46 feet to a 1/2 -inch iron rod found for an angle point;
THENCE, N 21003135" W, continuing with the east line of said 813.09 -acre tract and the west
line of said 37.995 -acre tract, for a distance of 570.06 feet to an angle point;
THENCE, S 68056126" W, departing the west line of said 37.995 -acre tract and over and across
said 813.09 -acre tract, for a distance of 162.10 feet to a 1/2 -inch iron rod with cap set at the
POINT OF BEGINNING and being at the beginning of a curve to the left;
THENCE, continuing over and across said 813.09 -acre tract, with the east, south, west and north
lines of the herein described tract, for the following thirty-six (36) courses;
1. along said curve to the right, an arc distance of 23.56 feet, said curve having a radius of
15.00, a central angle of 89059'57" and a chord bearing of S 23°33'05" W, for a chord
distance of 21.21 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
2. S 68°33'06" W for a distance of 25.86 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
3o along said curve to the right, an arc distance of 143.97 feet, said curve having a radius of
975.00 feet, a central angle of 08°27'37" and a chord bearing of S 72°46'55" W, for a
chord distance of 143.84 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
525.18 ACRES
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FN 00-035-011-02
JANUARY 25, 2001
4. S 77°00'45" W for a distance of 211.58 feet to a lh-inch iron rod with cap set for an angle
point,
5. N 12°58'46" W for a distance of 62.20 feet to a 1/2 -inch iron rod with cap set for an angle
point,
6. N 67°32'27" W for a distance of 263.07 feet to a 1/2 -inch iron rod with cap set for an
angle point,
7. N 86°05'42" W for a distance of 127.09 feet to a 1/2 -inch iron rod with cap set for an
angle point,
8. S 85°26'53" W for a distance of 219.31 feet to a 1/2 -inch iron rod with cap set for an angle
point,
9. N 62'21'05" W for a distance of 115.87 feet to a 1/2 -inch iron rod with cap set for an
angle point,
10. N 51010123" W for a distance of 77.13 feet to a 1/2 -inch iron rod with cap set for an angle
point,
11. N 06'37'14" E for a distance of 348.41 feet to a 1/2 -inch iron rod with cap set for an angle
point,
12. N 56039'05" E for a distance of 151.22 feet to a 1/2 -inch iron road with cap set for an
angle point,
13. N 15°11'58" W for a distance of 184.34 feet to a 1/2 -inch iron rod with cap set for an
angle point,
14. N 78006156" W for a distance of 104.25 feet to a 1/2 -inch iron rod with cap set for an
angle point,
15. S 81°54'09" W for a distance of 510.24 feet to a 1/2 -inch iron rod with cap set for an angle
point,
16. N 82°52'50" W for a distance of 64.06 feet to a 1/2 -inch iron rod with cap set for an angle
point,
17. N 56039'50" W for a distance of 125.25 feet to a 1/2 -inch iron rod with cap set for an
angle point,
18. N 48025'35" W for a distance of 887.58 feet to a 1/2 -inch iron rod with cap set for an
angle point,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 10 of 10
19. N 21021550" E for a distance of 70.52 feet to a 1/2 -inch iron rod with set in a curve to the
left,
20. along said curve to the left, an arc distance of 259.03 feet, said curve having a radius of
630.00 feet, a central angle of 23°33'29" and a chord bearing of S 82°50'44" E for a
chord distance of 257.21 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
21. N 85°22'31" E for a distance of 217.52 feet to a 1/2 -inch iron rod with cap set for an angle
point,
22. S 13°18'30" W for a distance of 131.72 feet to a'/z-inch iron rod with a cap set for an
angle point,
23. S 64052'25" E for a distance of 410.44 feet to a 1/2 -inch iron rod with a cap set for an
angle point,
24. N 85°18'51" E for a distance of 170.15 feet to a 1/2 -inch iron rod with a cap set for an
angle point,
25. N 08°45'29" W for a distance of 200.63 feet to a 1/2 -inch iron rod with a cap set for an
angle point,
26. N 81'14'28" E for a distance of 162.54 feet to a 1/2 -inch iron rod with a cap set at the
beginning of a curve to the right,
27, along said curve to the right, an arc distance of 57.13, said curve having a radius of
300.00 feet to a central angle of 10°54'39" and a chord bearing of N 86°41'47" E for a
chord distance of 57.04 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
28. S 87050'53"E for a distance of 174.24 feet to a'h-inch iron rod with cap set for an angle
point,
29. S 02°09'08" W for a distance of 196.24 feet to a '/:z -inch iron rod with cap set for an angle
point,
30. S 87051'01" E for a distance of 116.23 feet to a 1/2 -inch iron rod with cap set for an angle
point,
31. S 31021152" E for a distance of 489.12 feet to a'/2 -inch iron rod with cap set for an angle
point,
32. S 32006149" E for a distance of 326.54 feet to a 1/2 inch iron rod with cap set for an angle
point,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 11 of 27
33. S 66°54'54" E for a distance of 372.43 feet to a 1/2 -inch iron rod with cap set for an angle
point,
34. N 23005'06" E for a distance of 108.68 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
35. along said curve to the right, an arc distance of 83.97, said curve having a radius of
275.00 feet, a central angle of 17'29'39" and a chord bearing of S 30'11'39" E, for a
chord distance of 83.64 feet to a 1/2 -inch iron rod with a cap set at the end of said curve,
and
36. S 21'26'53" E for a distance of 351.65 feet to the POINT OF BEGINNING and
containing 27.41 acres of land, and
TRACT "D" (GOLF COURSE HOLES 1 THROUGH 3)
COMMENCING at a 1/2 -inch iron rod with cap found for the southeast corner of that certain
98.30 -acre tract of land as described in a deed to Milton Lee and Judy Marie Owen, Jr. of record
in Volume 2208, Page 603 of the Deed Records of Williamson County, Texas and being an
interior ell corner in the west line of said 813.09 -acre tract;
THENCE, N 66°17'48" E, over and across said 813.09 -acre tract, for a distance of 579.26 feet to
a 1/2 -inch iron rod with cap set at the POINT OF BEGINNING of the herein described tract;
THENCE, continuing over and across said 813.09 -acre tract, with the west, north, east and south
lines of the herein described tract, the following forty-three (43) courses:
1. N 06'14'02" W for a distance of 154.00 feet to a 1/2 -inch iron rod with cap set for an
angle point,
2. N 57°51'01" E for a distance of 295.43 feet to a 1/2 inch iron rod with cap set for an angle
point,
3. S 13°13'09" E for a distance of 155.20 feet to a 1/2 inch iron rod with cap set for an angle
point
4. N 78°30'56" E for a distance of 362.65 feet to a 1/2 -inch iron rod with cap set for an angle
point,
5. N 16°05'54" W for a distance of 637.08 feet to a 1/2 -inch iron rod with cap set for an
angle point,
6. N 12'20'55" W for a distance of 125.27 feet to a 1/2 -inch iron rod with cap set for an
angle point,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 12 of 27
7. N 08'28'14" E for a distance of 86.15 feet to a'/s-inch iron rod with cap set for an angle
point,
8. N 62°03'55" W for a distance of 135.53 feet to a i/2 -inch iron rod with cap set in a curve
to the left,
9. along said curve to the left, an arc distance of 174.67, said curve having a radius of
325.00 feet, a central angle of 30°47'38" and a chord bearing of N 52'21'16" E, for a
chord distance of 172.58 feet to a 1/2 -inch iron road with cap set at the end of said curve,
10. S 74023'13" E for a distance of 305.87 feet to a i/2 -inch iron rod with cap set for an angle
point,
11. S 34°01'22" E for a distance of 95.30 feet to a'/2 -inch iron rod with cap set for an angle
point,
12. S 11°17'54" E for a distance of 111.24 feet to a 1/2 -inch iron rod with cap set for an angle
point,
13. S 03031150" W for a distance of 750.02 feet to a'/2 -inch iron rod with cap set for an angle
point,
14. S 37035113" W for a distance of 127.41 feet to a 1/2 -inch iron rod with cap set for an angle
point,
15. S 14047'36" W for a distance of 234.60 feet to a i/2 -inch iron rod with cap set for an angle
point,
16. S 47025'16" W for a distance of 123.45 feet to a'/2 -inch iron rod with cap set for an angle
point,
17. S 37°06'50" W for a distance of 209.68 feet to a i/2 -inch iron rod with cap set for an angle
point,
18. S 01 °58' 36" W for a distance of 446.54 feet to a i/2 -inch iron rod with cap set for an angle
point,
19. S 44°17'49" W for a distance of 585.41 feet to a'/2 -inch iron rod with cap set for an angle
point,
20. S 88010'07" W for a distance of 323.93 feet to a'/2 -inch iron rod with cap set for an angle
point,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 13 of 27
21. S 24°05'43" W for a distance of 531.85 feet to a 1/2 -inch iron rod with cap set for an angle
point,
22. S 10°49'29" W for a distance of 670.76 feet to a ih-inch iron rod with cap set for an angle
point,
23. S 36029' 10" E for a distance of 171.94 feet to a 1/2 -inch iron rod with cap set for an angle
point,
24. S 41°12'37" E for a distance of 40.00 feet to a 1/s -inch iron rod with cap set for an angle
point,
25. S 48045'34" W for a distance of 28.90 feet to a ih-inch iron rod with cap set at the
beginning of a curve to the right,
26, along said curve to the right, an arc distance of 457.31 feet, said curve having a radius of
570.00 feet, a central angle of 45°58'05" and a chord bearing of S 71°44'36" W, for a
chord distance of 445.14 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
27. N 85°15'52" W for a distance of 20.25 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
28, along said curve to the right, an arc distance of 23.48 feet, said curve having a radius of
15.00 feet, a central angle of 89042'13 11 and a chord bearing of N 40'25'14" W, for a
chord distance of 21.16 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
29. N 04°25'52" E for a distance of 149.78 feet to a 1/2 -inch iron rod with cap set for an angle
point,
30. S 85033159" E for a distance of 150.00 feet to a 1/2 -inch iron rod with cap set for an angle
point,
31. N 04'25'55" E for a distance of 250.01 feet to a 1/2 -inch iron rod with cap set for an angle
point,
32. N 11006'31" W for a distance of 353.16 feet to a 1/2 -inch iron rod with cap set for an
angle point,
33. N 66°37'44" W for a distance of 156.48 feet to a 1/2 -inch iron rod with cap set for an
angle point,
34. N 22029'26" W for a distance of 108.00 feet to a 1/2 -inch iron rod with cap set for an
angle point,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 14 of 27
35. N 14°23'43" E for a distance of 105.23 feet to a 1/s -inch iron rod with cap set for an angle
point,
36. N 34°37'37" E for a distance of 104.78 feet to a'/s-inch iron rod with cap set for an angle
point,
37. N 43°23'34" E for a distance of 92.78 feet to a ih-inch iron rod with cap set for an angle
point,
38. N 88012'33" E for a distance of 43.28 feet to a'/s-inch iron rod with cap set for an angle
point,
39. N 24°05'54" E for a distance of 633.40 feet to a 1/z -inch iron rod with cap set for an angle
point,
40. N 46022'35" E for a distance of 461.01 feet to a �h-inch iron rod with cap set for an angle
point,
41. N 39c37'3 1 " E for a distance of 294.94 feet to a 1/z -inch iron rod with cap set for an angle
point,
42. N 26°45'36" E for a distance of 307.47 feet to a i/2 -inch iron rod with cap set for an angle
point, and
43. N 06'13'55" W for a distance of 157.16 feet to the POINT OF BEGINNING and
containing 42.94 acres of land, and
TRACT "E" (GOLF COURSE HOLES 9 THROUGH 12)
COMMENCING at a ih-inch iron rod with cap found for the southwest corner of Lot 9 of D & N
Builders Tract, an unrecorded subdivision, in Williamson County, Texas, being also the
northwest corner of Lot 8 of said D & N Builders Tract, and being in the east line of said 813.09 -
acre tract;
THENCE, S 21017'11" E, with the east line of said 813.09 -acre tract and the west line of said
Lot 8, for a distance of 88.58 feet to a '/z -inch iron rod with cap set at the POINT OF
BEGINNING and northeast corner of the herein described tract;
THENCE, continuing with the east line of said 813.09 -acre tract and the west line of said Lot 8,
and with the east line of the herein described tract, the following three (3) courses:
1. S 21017311" E, for a distance of 998.32 feet to an iron rod found,
2. S 40019'57" E, for a distance of 94.58 feet to an iron rod found, and
525.18 ACRES
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FN 00-035-011-02
JANUARY 25, 2001
3. S 46°39'28" E, for a distance of 182.75 feet to a'/s-inch iron rod with cap set,
THENCE, departing the west line of said Lot 8 and over and across said 813.09 -acre tract, with
the east, south, west and north lines of the herein described tract, the following forty-four (44)
courses:
1. S 68°06'03" W for a distance of 492.33 feet to a 1/2 -inch iron rod with cap set for an angle
point,
2. S 00°30'05" W for a distance of 428.52 feet to a 1/2 -inch iron rod with cap set for an angle
point,
3. S 68'38'17" W for a distance of 101.45 feet to a 1/2 -inch iron rod with cap set for an angle
point,
4. S 63°09'07" W for a distance of 80.61 feet to a 1/2 -inch iron rod with cap set for an angle
point,
5. S 67°10'46" W for a distance of 183.80 feet to a 1/2 -inch iron rod with cap set for an angle
point,
6. S 37024'06" W for a distance of 100.86 feet to a 1/2 -inch iron rod with cap set for an angle
point,
7. S 10'57'17" E for a distance of 125.44 feet to a 1/2 -inch iron rod with cap set for an angle
point,
8. S 20'47'15" E for a distance of 600.26 feet to a lh-inch iron rod with cap set for an angle
point,
9. S 86'59'35" W for a distance of 94.79 feet to a 1/2 -inch iron rod with cap set for an angle
point,
10. S 03°36'04" E for a distance of 443.41 feet to a 1/2 -inch iron rod with cap set for an angle
point,
11. S 27°57'52" W for a distance of 841.37 feet to a 1/2 -inch iron rod with cap set for an angle
point,
12. S 49011102" W for a distance of 266.92 feet to a 1/2 -inch iron rod with cap set for an angle
point,
13. S 31012'09" W for a distance of 416.63 feet to a 1/2 -inch iron rod with cap set for an angle
point,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 16 of 27
14. S 80'39'10" E for a distance of 185.82 feet to a 'h -inch iron rod with cap set at the
beginning of a curve to the left,
15, along said curve to the left, an arc distance of 4.51 feet, said curve having a radius of
325.00 feet, a central angle of 00°47'43", and a chord bearing of S 08°56'53" W, for a
chord distance of 4.51 feet to a'/z-inch iron rod with cap set at the end of said curve,
16. S 08033'01" W for a distance of 41.97 feet to a 1/2 inch iron rod with cap set at the
beginning of a curve to the right,
17. along said curve to the right, and arc distance of 21.45 feet, said curve having a radius of
15.00 feet, a central angle of 81°55'55" and a chord bearing of S 49°30'59" W, for a
chord distance of 19.67 feet to a 1/2 -inch iron rod with cap set at a point of reverse curve
to the left,
18, along said curve to the left, an arc distance of 24.07 feet, said curve having a radius of
270.00 feet, a central angle of 05°06'25" and a chord bearing of S 87°55'43" W, for a
chord distance of 24.06 feet to a i/2 -inch iron rod with cap set at the end of said curve,
19. S 85'22'31" W for a distance of 251.92 feet to a i/2 -inch iron rod with cap set at the
beginning of a curve to the right,
20, along said curve to the right an arc distance of 399.53 feet, said curve having a radius of
580.00 feet, a central angle of 39°28'06" and a chord of which bears N 74°53'26" W for
chord distance of 391.68 feet to a i/2 -inch iron rod with cap set at the end of said curve,
21. N 55009123" W for a distance of 121.06 feet to a i/2 -inch iron rod with cap set at the
beginning of a curve to the right,
22, along said curve to the right, an arc distance of 37.36 feet, said curve having a radius of
25.00 feet, a central angle of 85'37'19" and a chord of which bears of N 12°20'43" W,
for a chord distance of 33.98 feet to a i/2 -inch iron rod with cap set at a point of reverse
curve to the left,
23. along said curve to the left, an arc distance of 187.54 feet, said curve having a radius of
630.00 feet, a central angle of 17°03'22" and a chord bearing of N 21'56'15" E, for a
chord distance of 186.85 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
24. N 13°24'42" E for a distance of 202.92 feet to a'/2 -inch iron rod with cap set for an angle
point,
25. S 76'35'13" E for a distance of 152.05 feet to a'/2 -inch iron rod with cap set for an angle
point,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 17 of 27
26. N 77°34'48" E for a distance of 134.69 feet to a'/s-inch iron rod with cap set for an angle
point,
27. N 26042156" E for a distance of 577.95 feet to a 1/2 -inch iron rod with cap set for an angle
point,
28. N 16°56'02" E for a distance of 557.94 feet to a 1/2 -inch iron rod with cap set for an angle
point,
29. N 02°57'25" E for a distance of 1015.62 feet to a 1/2 -inch iron rod with cap set for an
angle point,
30. N 05008'39" W for a distance of 378.98 feet to a 1/2 -inch iron rod with cap set for an
angle point,
31. N 86°50'24" W for a distance of 140.96 feet to a 1/2 -inch iron rod with cap set for an
angle point,
32. N 03009'40" E for a distance of 60.84 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
33, along said curve to the right, an arc distance of 325.03 feet, said curve having a radius of
520.00 feet, a central angle of 35°48'47" and a chord of which bears N 21°04'03" E for a
chord distance of 319.76 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
34. N 38°58'27" E for a distance of 28.02 feet to a 1/2 -inch iron rod with cap set at the
beginning a curve to the right,
35, along said curve to the right, an arc distance of 146.07 feet, said curve having a radius of
525.00 feet, a central angle of 15°56'29" and a chord of which bears N 46°56'41" E for a
chord distance of 145.60 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
36. S 41013'41" E for a distance of 214.23 feet to a 1/2 -inch iron rod with cap set for an angle
point,
37. N 80°09'38" E for a distance of 177.61 feet to a 1/2 -inch iron rod with cap set for an angle
point,
38. N 54°08'29" E for a distance of 177.68 feet to a 1/2 -inch iron rod with cap set for an angle
point,
39. N 23016'10" E for a distance of 175.11 feet to a 1/2 -inch iron rod with cap set for an angle
point,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 18 of 27
40. N 23017'45" W for a distance of 794.20 feet to a 1/i -inch iron rod with cap set for an
angle point,
41. N 59°08'58" W for a distance of 142.20 feet to a 1/z -inch iron rod with cap set for an
angle point,
42. N 30°50'59" E for a distance of 239.79 feet to a lh-inch iron rod with cap set for an angle
point,
43. S 45°3333" E for a distance of 318.15 feet to a 1/s -inch iron rod with cap set for an angle
point, and
44. N 68°44'34" E for a distance of 171.59 feet to the POINT OF BEGINNING and
containing 62.36 acres of land, and
TRACT "F" (GOLF COURSE HOLES 4 THROUGH 8)
COMMENCING at a iron rod found for the northwest corner of said 813.09 -acre tract, being
also the northeast corner of that certain 121.21 -acre tract of land as described in a deed to John F.
& Jeanette L. Griffin, III of record in Volume 2489, Page 651 of the Deed Records of
Williamson County, Texas, and being in the south line of that certain 170.00 -acre tract of land as
described in a deed to Stanley M. & Carol R. Jensen of record in Volume 2179, Page 519 of the
Deed Records of Williamson County, Texas;
THENCE, S 21011917" E, with the west line of said 813.09 -acre tract and the east line of said
121.21 -acre tract, for a distance of 623.58 feet to a point;
THENCE, N 68048544" E, departing the west line of said 121.21 -acre tract and over and across
said 813.09 -acre tract, for a distance of 75.91 feet to a 1/2 -inch iron rod with cap set at the POINT
OF BEGINNING of the herein described tract;
THENCE, continuing over and across said 813.09 -acre tract, with the north, east, south and west
lines of the herein described tract, the following seventy-nine (79) courses and distances;
1. N 70'28'14" E for a distance of 71.46 feet to a 1/z -inch iron rod with cap set,
2. N 35005'28" E for a distance of 142.88 feet to a 1/z -inch iron rod with cap set,
3. N 14'08'14" W for a distance of 181.94 feet to a 1/2 -inch iron rod with cap set,
4. N 35°20'02" E for a distance of 198.98 feet to a 1/2 -inch iron rod with cap set,
5. N 74°21'50" E for a distance of 420.70 feet to a 1/i -inch iron rod with cap set,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 19 of 27
6. N 68°29'53" E for a distance of 552.15 feet to a 1/z -inch iron rod with cap set,
7. N 47°48'35" E for a distance of 19099 feet to a 1/2 -inch iron rod with cap set,
8. N 69°56'30" E for a distance of 38.40 feet to a 1/2 -inch iron rod with cap set,
9. S 61°02'51" E for a distance of 64.84 feet to a'/z-inch iron rod with cap set,
10. N 76052'55" E for a distance of 1153.90 feet to a 1/2 -inch iron rod with cap set,
11. S 67°03'29" E for a distance of 221.86 feet to a 1/2 -inch iron rod with cap set,
12. S 33°03'36" E for a distance of 356.69 feet to a'/s-inch iron rod with cap set,
13. S 07°41'06" E for a distance of 89.96 feet to a 1/2 -inch iron rod with cap set,
14. S 44°38'30" E for a distance of 33.01 feet to a 1/2 -inch iron rod with cap set,
15. S 13°01'07" W for a distance of 67.80 feet to a 1/2 -inch iron rod with cap set,
16. S 57°46'51" W for a distance of 125.46 feet to a 1/2 -inch iron rod with cap set,
17. S 13°18'58" E for a distance of 907.91 feet to a 1/2 -inch iron rod with cap set,
18. S 67°19'56" E for a distance of 152.19 feet to a i/2 -inch iron rod with cap set,
19. N 68059157" E for a distance of 116.93 feet to a 1/2 -inch iron rod with cap set,
20. S 56'44'10" E for a distance of 81.94 feet to a 1/2 -inch iron rod with cap set,
21. S 27°34'51" E for a distance of 51.21 feet to a 1/2 -inch iron rod with cap set,
22. N 67°46'31" E for a distance of 160.41 feet to a 1/2 -inch iron rod with cap set in a curve to
the right,
23. along said curve to the right, an arc distance of 159.37 feet, said curve having a radius of
375.00 feet, a central angle of 24°21'00" and a chord bearing of S 21'12'10" E, for a
chord distance of 158.17 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
24. S 55047100" W for a distance of 243.74 feet to a 1/2 -inch iron rod with cap set,
25. S 01°00'34" W for a distance of 124.89 feet to a 1/2 -inch iron rod with cap set,
26. S59008'50" E for a distance of 127.83 feet to a 1/2 -inch iron rod with cap set,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 20 of 27
27. S 30°50'59" W for a distance of 174.27 feet to a 1/2 -inch iron rod with cap set,
28. N 59°08'56" W for a distance of 148.17 feet to a 1/2 -inch iron rod with cap set,
29. S 54023137" W for a distance of 164.97 feet to a'/z-inch iron rod with cap set,
30. S 72°01'42" W for a distance of 141.18 feet to a 1/2 -inch iron rod with cap set,
31. N 85°04'04" W for a distance of 125.03 feet to a'/2 -inch iron rod with cap set,
32. N 77017106" W for a distance of 324.31 feet to a'/2 -inch iron rod with cap set,
33. N 04°38'30" E for a distance of 230.53 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the left,
34, along said curve to the left, an arc distance of 114.67 feet, said curve having a radius of
625.00 feet, a central angle of 10°30'44" and a chord bearing of N 00°36'52" W, for a
chord distance of 114.51 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
35. S 64°02'03" E for a distance of 85.80 feet to a %2 -inch iron rod with cap set,
36. S 71'25'10" E for a distance of 141.48 feet to a 1/2 -inch iron rod with cap set,
37. N 20°15'41" W for a distance of 726.12 feet to a'/2 -inch iron rod with cap set,
38. N 64°26'07" E for a distance of 160.10 feet to a 1/2 -inch iron rod with cap set,
39. N 00°54'53" E for a distance of 485.45 feet to a 1/2 -inch iron rod with cap set,
40. N 40°40'08" W for a distance of 351.87 feet to a 1/2 -inch iron rod with cap set,
41. N 82008'24" W for a distance of 195.97 feet to a 1/2 -inch iron rod with cap set,
42. N 87°09'24" W for a distance of 386.05 feet to a 1/i -inch iron rod with cap set,
43. S 57°16'01" W for a distance of 80.21 feet to a 1/2 -inch iron rod with cap set,
44. S 07°51'42" W for a distance of 153.79 feet to a 1/i -inch iron rod with cap set,
45. S 68°16'30" W for a distance of 669.29 feet to a 1/2 -inch iron rod with cap set,
46. S 87°38'08" W for a distance of 578.81 feet to a 1/z -inch iron rod with cap set,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 21 of 27
47. S 02°21'53" E for a distance of 435.42 feet to a 1/2 -inch iron rod with cap set,
48. S 60°06'22" E for a distance of 38.97 feet to a 1/2 -inch iron rod with cap set,
49. S 65'12'15" E for a distance of 352.67 feet to a'/2 -inch iron rod with cap set,
50. S 43°53'28" E for a distance of 91.31 feet to a'/s-inch iron rod with cap set,
51. S 11 045140" E for a distance of 41.95 feet to a lh inch iron rod with cap set,
52. S 04°00'03" E for a distance of 554.39 feet to a lh-inch iron rod with cap set,
53. S 55°22'22" E for a distance of 68.33 feet to a 1/z -inch iron rod with cap set,
54. S 72'00'15" E for a distance of 89.53 feet to a 1/2 -inch iron rod with cap set,
55. S 43'29'10" E for a distance of 971.52 feet to a 1/2 -inch iron rod with cap set,
56. S 32059'58" E for a distance of 732.61 feet to a 1/2 -inch iron rod with cap set,
57. S 55°08'28" E for a distance of 84.58 feet to a 1/2 -inch iron rod with cap set in a curve to
the right,
58, along said curve to the right, an arc distance of 322.42 feet, said curve having a radius of
275000 feet, a central angle of 67°10'30" and a chord bearing of S 72°23'04" W, for a
chord distance of 304.27 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
59. N 74°01'41" W for a distance of 7.82 feet to a 1/2 -inch iron rod with cap set,
60. N 15058132" E for a distance of 116.04 feet to a 1/2 inch iron rod with cap set,
61. N 49°54'46" W for a distance of 374.39 feet to a 1/2 -inch iron rod with cap set,
62. S 16°12'49" W for a distance of 262.05 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the right,
63, along said curve to the right, an arc distance of 132.12 feet, said curve having a radius of
375.00 feet, a central angle of 20'1 F 09" and a chord bearing of N 52'52'33" W, for a
chord distance of 131.43 feet to a 1/2 -inch iron rod with cap set at the end of said curve,
64. N 42046'58" W for a distance of 120.26 feet to a 1/2 -inch iron rod with cap set,
65. N 47°13'04" E for a distance of 232.97 feet to a 1/2 -inch iron rod with cap set,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 22 of 27
66. N 51°53'20" W for a distance of 306.37 feet to a 1/24nch iron rod with cap set,
67. N 61 ° 11' 13" W for a distance of 511.94 feet to a 1/2 -inch iron rod with cap set,
68. N 38°03'04" W for a distance of 117.77 feet to a 1/2 -inch iron rod with cap set,
69. N 14056114" W for a distance of 572.55 feet to a 1/2 -inch iron rod with cap set,
70. N 73045'44" W for a distance of 305.35 feet to a'/z-inch iron rod with cap set,
71. N 21011158" W for a distance of 30.90 feet to a 1/2 -inch iron rod with cap set at the
beginning of a curve to the left,
72, along said curve to the left, an arc distance of 33.10 feet, said curve having a radius of
420.00 feet, a central angle 04'30'55" and a chord bearing of N 23027'26" W, for a chord
distance of 33.09 feet to a 1/2 -inch iron road with cap set at the end of said curve,
73. S 73°44'59" E for a distance of 189.67 feet to a lh-inch iron rod with cap set,
74. N 17°10'57" E for a distance of 46.30 feet to a lh-inch iron rod with cap set,
75. N 20°59'54" W for a distance of 244.07 feet to a lh-inch iron rod with cap set,
76. N 52'15'24" W for a distance of 381.90 feet to a 1/2 -inch iron rod with cap set,
77. S 46'23'19" W for a distance of 149.70 feet to a 1/2 -inch iron rod with cap set in a curve
to the right,
78, along said curve to the right, an arc distance of 81.81 feet, said curve having a radius of
275.00 feet, a central angle 17°02'38" and a chord bearing of N 28°03'06" W, for a chord
distance of 81.51 feet to a 1/2 inch iron rod set at the end of said curve, and
79. N 19°31'46" w for a distance of 391.11 feet to the POINT OF BEGINNING and
containing 73.80 acres of land, and
TRACT "G" (GOLF COURSE HOLES 17,18 AND CLUBHOUSE)
COMMENCING at a 1/2 -inch iron rod found for the southeast corner of said 813.09 -acre tract,
being also the southwest corner of that certain 37.995 -acre tract of land as described in a deed to
H. H. Rothell of record in Volume 649, Page 607 of the Deed Records of Williamson County,
Texas, and being in the northerly line of State Highway 29, a 100 -foot wide right-of-way;
THENCE, N 82026'24" W, with the south line of said 813.09 -acre tract, and the north line of
said State Highway 29 right-of-way, for a distance of 4300.70 feet to a point;
525.18 ACRES
CIMARRON HILLS
REALTOR TRACT
Page 23 of 27
FN 00-035-011-02
JANUARY 25, 2001
THENCE, N 07033'36" E, departing the north line of said State Highway 29 right-of-way and
over and across said 813.09 -acre tract for a distance of 443.10 feet to a 1/2 -inch iron rod with cap
set for the POINT OF BEGINNING of the herein described tract;
THENCE, continuing over and across said 813.09 -acre tract the following nineteen (19) courses:
1. N 81°23'38" W for a distance of 434.62 feet to a 1/2 inch iron rod set at the beginning of a
curve to the right,
2, along said curve to the right, an arc distance of 681.91 feet, said curve having a radius of
650.00 feet, a central angle of 60'06'31" and a chord bearing of N 51'20'15" W for a
chord distance of 651.07 feet to a 1/2 inch iron rod with cap set at a point of compound
curve to the right,
3, along said curve to the right, an arc distance of 17.22 feet, said curve having a radius of
15.00 feet, a central angle of 65'46'17" and a chord bearing of N 11°36'09" E for a chord
distance of 16.29 feet to a 1/2 inch iron rod with cap set at a point of reverse curve to the
left,
4, along said curve to the left, an arc distance of 85.19 feet, said curve having a radius of
90.00 feet, a central angle of 54°14'03" and a chord bearing of N 17'22'16" E for a chord
distance of 82.05 feet to a 1/2 inch iron rod with cap set at a point of reverse curve to the
right,
5, along said curve to the right, an arc distance of 17.48 feet, said curve having a radius of
15.00 feet, a central angle of 66'46'16" and a chord bearing of N 23°38'22" E for a chord
distance of 16.51 feet to a 1h inch iron rod with cap set at a point of compound curve to
the right,
6, along said curve to the right, an arc distance of 375.08 feet, said curve having a radius of
570.00 feet, a central angle of 37°42'09" and a chord bearing of N 75°52'35" E for a
chord distance of 368.35 feet to a 1/2 inch iron rod with cap set at the end of said curve,
7. S 85°16'21" E for a distance of 102.17 feet to a 1/2 inch iron rod with cap set a the
beginning of a curve to the left,
8, along said curve to the left, an arc distance of 505.45 feet, said curve having a radius of
630.00 feet, a central angle of 45°58'05" and a chord bearing of N 71°44'36" E for a
chord distance of 492.00 feet to a 1/2 inch iron rod with cap set at the end of said curve,
9. N 48°45'34" E for a distance of 4.14 feet to a 1/2 inch iron rod with cap set,
10. S 42028'54" E for a distance of 198.81 feet to a 1/2 inch iron rod with cap set,
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 24 of 27
11. N 47'32'15" E for a distance of 325.00 feet to a'/z inch iron rod with cap set,
12. S 86°51'40" E for a distance of 923.56 feet to a 1/2 inch iron rod with cap set,
13. S 31°31'23" E for a distance of 87.66 feet to a lh inch iron rod with cap set,
14. S 21014'43" W for a distance of 534.26 feet to a 1/2 inch iron rod with cap set in a curve
to the left,
15, along said curve to the left, an arc distance of 87.02 feet, said curve having a radius of
440.00 feet, a central angle of I1°19'53" and a chord bearing of S 85°46'07" W for a
chord distance of 86.88 feet to a 1/2 inch iron rod with cap set at the end of said curve,
16. S 80'06'10" W for a distance of 109.29 feet to a 1/2 inch iron rod with cap set at the
beginning of a curve to the left,
17, along said curve to the left, an arc distance of 127.75 feet, said curve having a radius of
730.00 feet, a central angle of 10'01'35" and a chord bearing of S 75'05'23" W for a
chord distance of 127.58 feet to a 1/2 inch iron rod with cap set at the end of said curve,
18. S 70004'35" W for a distance of 509.39 feet to a 1/2 inch iron rod with cap set at the
beginning of a curve to the right, and
19, along said curve to the right, an arc distance of 383.41 feet, said curve having a radius of
770.00 feet, a central angle of 28°31'46" and a chord bearing of S 84°20'28" W for a
chord distance of 379.46 feet to the POINT OF BEGINNING and containing 32.63 acres
of land, and
TRACT "H" (MAINTENANCE FACILITY)
COMMENCING at a 1/2 -inch iron rod found for the southwest corner of said 813.09 -acre tract,
being also the southeast corner of that certain 8.881 -acre tract of land as described in a deed to
GC&E Services, Inc. of record in Volume 2621, Page 136 of the Deed Records of Williamson
County, Texas, and being the northerly line of State Highway No. 29, a 100 -foot right-of-way;
THENCE, with the west line of said 813.09 -acre tract and the east line of said 8.881 -acre tract,
the following two (2) courses:
1. N 22001100" W, for a distance of 517.58 feet to a 60d nail found for an angle point, and
2. N 21014'06'7 W, for a distance of 1123.07 feet to a point being in the east line of said
813.09 -acre tract and being in the east line of that certain 12.564 -acre tract of land as
described in a deed to Jewel Moye McWhorter of record in Volume 1893, Page 192 of
the Deed Records of Williamson County, Texas;
525.18 ACRES
CIMARRON HILLS
REALTOR TRACT
Page 25 of 27
FN 00-035-011-02
JANUARY 25,, 2001
THENCE, N 20041'21" W. with the west line of said 813.09 -acre tract and the east line of said
12.564 -acre tract, for a distance of 266.08 feet to an iron rod found for the northeast corner of
said 12.564 -acre tract, being also an angle point in the west line of said 813.09 -acre tract and
being the southeast corner of that certain 20.0 -acre tract of land as described in a deed to Mrs.
Sam Goldenberg of record in Volume 1705, Page 793 of the Deed Records of Williamson
County, Texas;
THENCE, N 21012'27" W, continuing with the west line of said 813.09 acre tract and with the
east line of said 20.0 -acre tract, for a distance of 618.25 feet to an angle point;
THENCE, N 68047'33" E, departing the east line of said 20.0 -acre tract and over and across said
813.09 -acre tract, for a distance of 60.67 feet to a i/2 -inch iron rod with cap set at the POINT OF
BEGINNING of the herein described tract;
THENCE, N 21018'5711 W, continuing over and across said 813.09 -acre tract, with the west line
of the herein described tract, for a distance of 350.37 feet to a i/2 -inch iron rod with cap set for
the northwest corner of the herein described tract, being also in the north line of said 813.09 -acre
tract and being in the south line of that certain 98.30 -acre tract of land as described in a deed to
Milton Lee and Judy Marie Owen, Jr. of record in Volume 2208, Page 603 of the Deed Records
of Williamson County, Texas;
THENCE, N 69056'01" E, with the north line of the herein described tract, the north line of said
813.09 -acre tract and the south line of said 98.30 -acre tract, for a distance of 350.66 feet to a V2 -
inch iron rod with cap found for the northeast corner of the herein described tract;
THENCE, departing the south line of said 98.30 -acre tract and over and across said 813.09 -acre
tract, with the east and south lines of the herein described tract, the following three (3) courses
and distances:
1. S 20°32'08" E, for a distance of 372.46 feet to a i/2 -inch iron rod with cap set for the
southeast corner of the herein described tract,
2. S 69°27'47" W for a distance of 320.53 feet to a 1/2 inch iron rod with cap set at the
beginning of a curve to the right, and
along said curve to the right, an arc distance of 39.61 feet, said curve having a radius of 25.00
feet, a central angle of 90°46'43" and a chord bearing of N 65°55'35" W for a chord distance of
35.60 feet to the POINT OF BEGINNING and containing 2.98 acres of land, for a combined
total in all seven tract of 287.81 acres of land.
FOR A REMAINING TOTAL OF 525.18 ACRES OF LAND
Bearings are based on the Texas State Plane Coordinate System, Central Zone, NAD 1983
Convergence = 01021'27",
525.18 ACRES
CIMARRON HILLS
REALTOR TRACT
Page 26 of 27
FN 00-035-011-02
JANUARY 25, 2001
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TRAVIS §
That I, William D. Warrick, a Registered Professional Land Surveyor, do hereby certify
that the above description is true and correct to the best of my knowledge and belief and that the
property described herein was determined by a survey made on the ground during January 2001
under my direction and supervision.
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the ���>uday
of jAt4U4Ry 20015 A.D.
Vara Land Surveying fJ2i11ce:li� 01 �%�,y1�i
7035 F.M. 2244, Suite 200 William D. Warrick
Austin, Texas 78746 Registered Professional Land Surveyor
No. 4426 — State of Texas
�e"ti O F j
P�'•G�STER
• Q.
WAM D:•WARHI
4426 t;
2�
9
ofiESS\0•�
,•SURA.
525.18 ACRES FN 00-035-011-02
CIMARRON HILLS JANUARY 25, 2001
REALTOR TRACT
Page 27 of 27
i
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 formation of a Public
Improvement District within the State of Texas.
By action taken by the City Council, on August 8, 2000, the City of Georgetown (the "City")
passed Resolution No.200808-S which authorized the establishment of Cimarron Hills Public
Improvement District (the "District").
In compliance with requirements outlined in various sections of the Act, the Assessment/Service
Plan for the District is defined herein.
Section 1. Improvements and Services to be Provided to the District.
After analyzing the improvements authorized by the Act, the City, acting through the District,
determined that the acquisition of the improvements set forth in Schedule I (the "Irnprovements") which
are allowed by the Act should be provided within the District and will be of special benefit to the
Classes of property described herein within the District.
The services to be provided in the District (the "Services") currently consist of those necessary
for the administration and operation of the District, including those of the City, the Paying Agent,
Registrar, and Tnistee for the Bonds in annually collecting assessments and making payment on the
Bonds. After completion of the Improvements from time to time and approval of the Improvements by
the City, the City will operate and maintain the Improvements at its expense.
Section 2. Assessment Plan.
After analyzing the assessment methods allowed by the Act, the City has determined that
allocating costs between four classes (Class A - Platted Lots with Certificates of Occupancy, Class B -
Platted Lots, Class C - Unplatted Land and Class D - Golf Course and Club Facilities) due to the
different uses within each class and to allocate costs to each Class based upon the ratio of the appraised
values of the respective Classes to each other, based on the benefits of the Improvements, is fair and
equitable and is the most reasonable means of allocating the costs of the services to be provided
annually to the District ("Service Costs"), the costs of the Improvements including Bond financing costs
and other costs directly or indirectly relating to the acquisition, construction, and financing of the
Improvements ("Improvement Costs"). (Service Costs and Improvement Costs shall be referred to
collectively as "Costs"),
CimamnHillsPID: AssessmeniOrdimnce
Section 3. Assessment Roll.
The District is described as being those properties more specifically described in Schedule II.
The classification of the properties within the four assessment classes may change from time to time
depending upon the stage of development of the property. As a result, the Assessment Roll will be
revised annually, as necessary, to reflect the individual properties and applicable assessment classes for
the respective property as of January 1 of each year.
Section 4. Annual Indebtedness.
In accordance with Section 372.023 and 372.024 of the Act, the City, acting through the
District, will issue no more than $17,500,000 Public Improvement District Special Assessment Revenue
Bonds (the 'Bonds"), secured by liens on all of the revenue generated through assessments within the
District.
Section 5. Costs.
In accordance with Sections 372.023 and 372.024 of the Act, the District will provide for the
acquisition of the Improvements shown on Schedule I, from available cash and/or issuance of the Bonds
from time to time in one or more series, in accordance with the Development Agreement concerning
Cimarron Hills Public Improvement District, approved by the City Council.
The total Costs to be assessed are estimated as follows:
A) Total Improvement Costs Not to exceed $17,500,000*
B) Bond Issuance Reserve Fund,
Administrative and Related Financing Costs Not to exceed $ 2,072,469*
C) Total Annual Service Costs (Assessed Annually) Estimated at $ 1,829,532*
*Principal amount of bonds, see Schedule I for estimated Improvement Costs, plus interest.
Section 6 Maintenance Costs of Improvements to be Paid by City.
In accordance with the Act, all State and Federal laws regulating Home Rule Municipalities
within the State of Texas and all laws and regulations of the City, the City will provide for the ongoing
annual maintenance, operation, and repair of the Improvements from the date of receipt and acceptance
of title to the Improvements. No fees or expenses related to the maintenance or repairs of the
Improvements shall be due from or collected from property within the District other than those currently
provided for under current City laws and regulations for any municipally -owned improvements.
CimmonHillsPID: AssessmentOrdinance
Section 7. Ownership of Improvements.
In accordance with the Act, the City, acting by and through the District, intends to provide for
the acquisition of those Improvements described in Schedule I, attached hereto. Upon completion of the
Improvements, all such Improvements, including the land and the facilities and infrastructure thereon,
shall be acquired by the City with proceeds of the Bonds and title to the land and Improvements shall
vest in the City. Any real property conveyed to the City in connection with the Improvements shall not
be assessed.
Section 8. Levy of Assessments.
There is hereby levied by the City the annual assessments for Improvement Costs as set forth in
Schedule III attached hereto. The Assessment Roll may be revised annually to reflect the individual
properties and applicable assessment classes, as provided in Section 3 of this Assessment/Services
Plan. Any real property conveyed to the City in connection with the Improvements shall not be
assessed.
The first annual assessments for Improvement Costs shall be due and payable on or before
January 31, 2002, and thereafter each annual assessment for Improvement Costs shall be payable on or
before each January 31, thereafter until the Bonds or other obligations, including accrued interest, are
paid in full. That if default be made in payment of any of the said sums hereby assessed against the
property owners and their property, collection thereof, costs and attorney fees shall be enforced by suit
in any Court having jurisdiction or by lien foreclosure or both, in the same manner that an ad valorem tax
lien against real property may be enforced by a governing body, pursuant to Section 33.01 et seq. of the
Texas Tax Code.
Section 9. Prepayment of Assessments for Each Year.
Pursuant to the provision of Section 372.018 (b) of the Act, an Improvement Assessment may
be paid in whole or in part at any time by paying file unpaid amount of the Improvement assessment for
Improvement Costs plus the interest accrued or penalties that have been imposed prior to the date of
payment of the assessment. Prepayments must be made at a Class A Assessment Prepayment Rate as
shown on Schedule III, attached hereto and incorporated herein.
Section 10. Levy of Assessments to Pay Annual Service Costs of Administration and Operation of the
District.
As authorized by Section 372.003(14) of the Act, there is hereby levied each year the annual
assessments for Service Costs, which shall remain in effect from year to year until all Bonds are finally
paid or until the City adjusts the levy after a hearing and determination of benefits in any year pursuant to
Section 372.015(d) of the Act. The first annual assessments for Service Costs shall be due and payable
CimmTou illsPID: AssessmentOrdinmce
on or before January 31, 2002, and each annual assessment for Service Costs shall be payable on or
before January 31 thereafter until the Bonds or other obligations, including accrued interest, are paid in
full. That if default be made in payment of any of the said sums hereby assessed against the property
owners and their property, collection thereof, costs and attorney fees shall be enforced by suit in any
Court having jurisdiction or by lien foreclosure or both, in the same manner that an ad valorem tax lien
against real property may be enforced by a governing body, pursuant to Section 33.01 et seq. of the
Texas Tax Code,
Section 11. Interest and Penalties on Delinquent Assessments.
A delinquent assessment will accrue interest at the rate of one percent (1%) for each month or
portion of a month the assessment remains unpaid after it becomes delinquent. Additionally, a
delinquent assessment shall incur the same penalties and interest as incurred for delinquent taxes, as
stated in Section 33.01 et seq. of the Texas Tax Code.
Section 12. Additional Penalty.
If an assessment remains delinquent on July 1 in the year in which the assessment became
delinquent, there shall be imposed an additional penalty to defray costs of collection if it is necessary for
the City to contract with an attorney for the purposes of representing the City in the collection of the
delinquent assessment. The additional penalty shall be fifteen percent (15%) of the delinquent
assessment. Penalties shall not exceed the amount permitted by Section 33.07 of the Tax Code.
Section 13. No Discounts or Split Payments.
There will be no split payment of an assessment or discount for the early payment of an
assessment.
Section 14. Lien for Collection of Assessments.
Assessments together with interest, penalties, and expense of collection and reasonable
attorneys fees, as permitted by the Code shall be a first and prior lien against the property assessed,
superior to all other liens and claims, except liens or claims for state, county, school district, or municipal
ad valorem taxes, and shall be a personal liability of and charge against the owner of the property
regardless of whether the owners are named. The lien for assessments thereof and penalties and interest
is effective from the date of the Ordinance levying the Assessments until the assessment is paid, and shall
be enforced by the City in the manner provided by the Texas Tax Code for collecting ad valorem taxes
on real property.
CimarronHiflsPID: AsmsmentOrdinmce
Section 15. Applicability of Tax Code.
To the extent not inconsistent with the Ordinance levying assessments (the "Assessment
Ordinance"), and not inconsistent with Chapter 372 of the Code or the other laws governing public
improvement districts, the provisions of the Texas Tax Code shall be applicable to the imposition and
collection of Assessments by the City.
Section 16 No Acceleration of Installments
Failure to pay an assessment when due shall not accelerate the payment of the remaining
installments of the assessment and such remaining installments (together with interest thereon) shall
continue to be due and payable at the same time and in the same amount and manner as if such default
had not occurred.
Section 17. Lien Survives Foreclosure.
Any sale of property for nonpayment of an assessment per annum shall be subject to the lien
established for the remaining unpaid assessment against such property and such property may again be
sold at a judicial foreclosure sale if the purchaser thereof fails to make timely payment of the
nondelinquent assessment against such property as they become due and payable pursuant to the terms
of the Assessment Ordinance and the ordinance authorizing the issuance of the Bonds.
Section 18. Reassessments.
Pursuant to Section 372.020, Texas Local Government Code, the City Council of Georgetown,
Texas may make a reassessment of a parcel of land if (1) a court of competent jurisdiction sets aside
an assessment against the parcel; (2) the City of Georgetown determines the original assessment was
excessive; or (3) on the written advice of counsel, the City of Georgetown determines that the original
assessment is invalid.
CimanonHillsPID: AssessmentOrdinance
Schedule I
Cimarron Hills Public Improvement District
Estimated Cost Summary*
Water Quality/Detention Ponds $ 67500
Street and Bridge Improvements and Related Drainage 97440,000
Landscaping 55440,000
Water and Wastewater Improvements/Capacity I I MO,000
TOTAL ESTHVIATED COST SUMMARY $271445,000
*Does not include costs of issuances and reserve funds which will be funded, as necessary, as a part of
each bond issue. All costs are estimates only and may be reallocated as determined by the PID, as
necessary. Costs represent estimated total improvement costs. The amount of such total improvement
costs to be financed by the PID will not exceed $17,500,000.
Cim uonHillsPlD: AssessmentOrdinance
CimarronH111sPID: AssessmentOrdinnnce
Schedule If
Initial Assessment Roll
ASSESSMENT ROLL
CIMARRON HILLS PUBLIC IMPROVEMENT (DISTRICT
lcdc
Block G
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
PROPERTY
22
OWNER
ASSESSd SVT CLASS
ASSESSMENT
Cimarron Hills PUD,
Class
B
$640.00
Lot
23
Paloma
Cimarron
Phase One, Section One
L.P.
Class
B
$640.00
Lot
24
Paloma
Cabinet U, Slides 31-35
Hills,
L.P.
Class
B
$640.00
Lot
25
Plat Records, Wmson Cty
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot
35.26 acres
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Block A
27
Paloma
Cimarron
Hills,
L.P.
Class
B
Lot 1
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 2
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 3
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 4
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 5
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 6
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 7
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 8
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 9
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 10
Paloma
Cimarron
Hills,
L.P.
Class
B
$640,00
Lot 11
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 12
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 13
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Block D
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 14
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 15
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 16
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 17
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 18
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 19
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 20
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 21
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 30
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 31
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 32
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 33
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 34
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 35
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 36
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 37
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 38
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Block G
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot
22
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot
23
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot
24
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot
25
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot
26
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot
27
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot
28
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot
29
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Cimmaron Hills PUD,
Phase One, Section Two
Cabinet U, Slides 36-38
Plat Records, Wmson Cty
32.04 acres
Block C
Lot 62
Lot 63
Lot 64
Lot 65
Lot 66
Lot 67
Lot 68
Lot 69
Lot 70
Lot 71
Lot 72
Lot 74
Lot 75
Lot 76
Lot 77
Lot 78
Lot 79
Lot 80
Lot 81
Block D
Lot
39
Lot
40
Lot
41
Lot
42
Lot
43
Lot
44
Lot
45
Lot
46
Lot
47
Lot
48
Lot
49
Lot
50
Lot
51
Lot
52
Cimarron
Lot
53
Block Z
Lot
54
Lot
55
Lot
56
Lot
57
Lot
58
Lot
59
Lot
60
Lot
61
L.P.
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Scott B.
Duff
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Cimmaron Hills PUD,
Phase One, Section Three
Cabinet U, Section 39-46
Plat Records, Wmson Cty
54.79 acres
Block C
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 106
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 107
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 108
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 109
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 132
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 133
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 134
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 135
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 136
Paloma
Cimarron
Hills,
L.P.
Class
B
$640,00
Lot 137
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 138
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 139
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 140
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Block E
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 82
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 83
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 84
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 85
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 86
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 87
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 88
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 89
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 90
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 91
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 92
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 93
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 94
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 95
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 96
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 97
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 119
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 120
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 121
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 122
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 123
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 124
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 125
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 126
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 127
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 128
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 129
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
$128,182.53
TOTAL ACRES
812.99
t
Block K
Lot 98
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 99
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 100
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 101
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 102
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 103
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 104
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 105
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 110
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 111
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 112
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 113
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 114
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 115
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 116
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 117
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
Lot 118
Paloma
Cimarron
Hills,
L.P.
Class
B
$640.00
287.81 acres, as described
in Ex. "A", attached hereto
(Golf Course and Club Facilities)
Cimarron Hills Country
Club, L.P.
Class
D
$14,269.62
237.37 acres, as described
in Ex. "B", attached hereto
being 525.18 acres,
SAVE AND EXCEPT
Cimmaron Hills PUD,
Phase One, Sections One,
Two, Three and Four
Paloma
Cimarron
Hills,
L.P.
Class
C
$23,672.91
$128,182.53
TOTAL ACRES
812.99
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Cimarron Hills PID (City of Georgetown)
Proforma Series 2005-2008 PID Assessment Revenue Bonds
Aggregate Debt Service
(NOTE. ASSESSMENTS CALCULATED TO GENERATE 150% OF TOTAL P + 1 ANNUALLY)
TOTAL DEBT SERVICE
Date Principal Interest Total P+I
9/30/2005 - -
9/30/2006 - 423,457.50 423,457.50
9/30/2007 175,000.00 5029853.89 677,853.89
9/30/2008 235,000.00 624,414.72 859,414.72
9/30/2009 305,000.00 7451627.22 13050,627.22
9/30/2010 375,000.00 662,275.00 1,037,275.00
9/30/2011 390,000.00 636,562.50 1,026,562.50
9/30/2012 420,000.00 609,825.00 11029,825.00
9/30/2013 455,000.00 581,025.00 10036,025.00
9/30/2014 480,000.00 549,825.00 11029,825.00
9/30/2015 510,000.00 516,912.50 1,026,912.50
9/30/2016 550,000.00 481,950.00 1,031,950.00
9/30/2017 585,000.00 444,237.50 11029,237.50
9/30/2018 630,000.00 404,125.00 11034,125.00
9/30/2019 675,000.00 360,925.00 1,035,925.00
9/30/2020 720,000.00 314,637.50 1,034,637.50
9/30/2021 770,000.00 265,262.50 11035,262.50
9/30/2022 355,000.00 212,450.00 567,450.00
9/30/2023 380,000.00 187,600.00 567,600.00
9/30/2024 405,000.00 161,000.00 566,000.00
9/30/2025 430,000.00 132,650.00 562,650.00
9/30/2026 460,000.00 1028550.00 562,550.00
9/30/2027 495,000.00 70,350.00 565,350.00
9/30/2028 335,000.00 35,700.00 370,700.00
9/30/2029 175,000.00 12,250.00 187,250.00
Total 10,310,000.00 9,038,465.83 19,348,465.83
PAR AMOUNTS OF SELECTED ISSUES
05 CHPID....................................................................................................................................................... 4,310.000.00
06 CHPID....................................................................................................................................................... 2,080,000.00
07 CHPID....................................................................................................................................................... 1,960,000.00
08 CHPID....................................................................................................................................................... 12960,000.00
TOTAL........................................................................................................................................................... 10,310,000.00
First Southwest Company File = Georgtwn.sf-Aggregate
Public Finance 41312001 2:09 PM