Texas 2023 - 88th Regular

Texas Senate Bill SB2622 Compare Versions

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1	1	88R16497 LRM-F
2	2	By: Springer S.B. No. 2622
3	3
4	4
5	5	A BILL TO BE ENTITLED
6	6	AN ACT
7	7	relating to the creation of the Elm Fork Municipal Utility District
8	8	No. 1 of Cooke County; granting a limited power of eminent domain;
9	9	providing authority to issue bonds; providing authority to impose
10	10	assessments, fees, and taxes.
11	11	BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF TEXAS:
12	12	SECTION 1. Subtitle F, Title 6, Special District Local Laws
13	13	Code, is amended by adding Chapter 7987A to read as follows:
14	14	CHAPTER 7987A. ELM FORK MUNICIPAL UTILITY DISTRICT NO. 1 OF COOKE
15	15	COUNTY
16	16	SUBCHAPTER A. GENERAL PROVISIONS
17	17	Sec. 7987A.0101. DEFINITIONS. In this chapter:
18	18	(1) "Board" means the district's board of directors.
19	19	(2) "Commission" means the Texas Commission on
20	20	Environmental Quality.
21	21	(3) "Director" means a board member.
22	22	(4) "District" means the Elm Fork Municipal Utility
23	23	District No. 1 of Cooke County.
24	24	Sec. 7987A.0102. NATURE OF DISTRICT. The district is a
25	25	municipal utility district created under Section 59, Article XVI,
26	26	Texas Constitution.
27	27	Sec. 7987A.0103. CONFIRMATION AND DIRECTOR ELECTION
28	28	REQUIRED. The temporary directors shall hold an election to
29	29	confirm the creation of the district and to elect five permanent
30	30	directors as provided by Section 49.102, Water Code.
31	31	Sec. 7987A.0104. CONSENT OF MUNICIPALITY REQUIRED. The
32	32	temporary directors may not hold an election under Section
33	33	7987A.0103 until each municipality in whose corporate limits or
34	34	extraterritorial jurisdiction the district is located has
35	35	consented by ordinance or resolution to the creation of the
36	36	district and to the inclusion of land in the district as required by
37	37	applicable law.
38	38	Sec. 7987A.0105. FINDINGS OF PUBLIC PURPOSE AND BENEFIT.
39	39	(a) The district is created to serve a public purpose and benefit.
40	40	(b) The district is created to accomplish the purposes of:
41	41	(1) a municipal utility district as provided by
42	42	general law and Section 59, Article XVI, Texas Constitution; and
43	43	(2) Section 52, Article III, Texas Constitution, that
44	44	relate to the construction, acquisition, improvement, operation,
45	45	or maintenance of macadamized, graveled, or paved roads, or
46	46	improvements, including storm drainage, in aid of those roads.
47	47	Sec. 7987A.0106. INITIAL DISTRICT TERRITORY. (a) The
48	48	district is initially composed of the territory described by
49	49	Section 2 of the Act enacting this chapter.
50	50	(b) The boundaries and field notes contained in Section 2 of
51	51	the Act enacting this chapter form a closure. A mistake made in the
52	52	field notes or in copying the field notes in the legislative process
53	53	does not affect the district's:
54	54	(1) organization, existence, or validity;
55	55	(2) right to issue any type of bond for the purposes
56	56	for which the district is created or to pay the principal of and
57	57	interest on a bond;
58	58	(3) right to impose a tax; or
59	59	(4) legality or operation.
60	60	SUBCHAPTER B. BOARD OF DIRECTORS
61	61	Sec. 7987A.0201. GOVERNING BODY; TERMS. (a) The district
62	62	is governed by a board of five elected directors.
63	63	(b) Except as provided by Section 7987A.0202, directors
64	64	serve staggered four-year terms.
65	65	Sec. 7987A.0202. TEMPORARY DIRECTORS. (a) The temporary
66	66	board consists of:
67	67	(1) Lyle Bellows;
68	68	(2) Ray Nichols;
69	69	(3) Brian Hess;
70	70	(4) Phil Neelley; and
71	71	(5) Tommy Moore.
72	72	(b) Temporary directors serve until the earlier of:
73	73	(1) the date permanent directors are elected under
74	74	Section 7987A.0103; or
75	75	(2) September 1, 2027.
76	76	(c) If permanent directors have not been elected under
77	77	Section 7987A.0103 and the terms of the temporary directors have
78	78	expired, successor temporary directors shall be appointed or
79	79	reappointed as provided by Subsection (d) to serve terms that
80	80	expire on the earlier of:
81	81	(1) the date permanent directors are elected under
82	82	Section 7987A.0103; or
83	83	(2) the fourth anniversary of the date of the
84	84	appointment or reappointment.
85	85	(d) If Subsection (c) applies, the owner or owners of a
86	86	majority of the assessed value of the real property in the district
87	87	may submit a petition to the commission requesting that the
88	88	commission appoint as successor temporary directors the five
89	89	persons named in the petition. The commission shall appoint as
90	90	successor temporary directors the five persons named in the
91	91	petition.
92	92	SUBCHAPTER C. POWERS AND DUTIES
93	93	Sec. 7987A.0301. GENERAL POWERS AND DUTIES. The district
94	94	has the powers and duties necessary to accomplish the purposes for
95	95	which the district is created.
96	96	Sec. 7987A.0302. MUNICIPAL UTILITY DISTRICT POWERS AND
97	97	DUTIES. The district has the powers and duties provided by the
98	98	general law of this state, including Chapters 49 and 54, Water Code,
99	99	applicable to municipal utility districts created under Section 59,
100	100	Article XVI, Texas Constitution.
101	101	Sec. 7987A.0303. AUTHORITY FOR ROAD PROJECTS. Under
102	102	Section 52, Article III, Texas Constitution, the district may
103	103	design, acquire, construct, finance, issue bonds for, improve,
104	104	operate, maintain, and convey to this state, a county, or a
105	105	municipality for operation and maintenance macadamized, graveled,
106	106	or paved roads, or improvements, including storm drainage, in aid
107	107	of those roads.
108	108	Sec. 7987A.0304. ROAD STANDARDS AND REQUIREMENTS. (a) A
109	109	road project must meet all applicable construction standards,
110	110	zoning and subdivision requirements, and regulations of each
111	111	municipality in whose corporate limits or extraterritorial
112	112	jurisdiction the road project is located.
113	113	(b) If a road project is not located in the corporate limits
114	114	or extraterritorial jurisdiction of a municipality, the road
115	115	project must meet all applicable construction standards,
116	116	subdivision requirements, and regulations of each county in which
117	117	the road project is located.
118	118	(c) If the state will maintain and operate the road, the
119	119	Texas Transportation Commission must approve the plans and
120	120	specifications of the road project.
121	121	Sec. 7987A.0305. COMPLIANCE WITH MUNICIPAL CONSENT
122	122	ORDINANCE OR RESOLUTION. The district shall comply with all
123	123	applicable requirements of any ordinance or resolution that is
124	124	adopted under Section 54.016 or 54.0165, Water Code, and that
125	125	consents to the creation of the district or to the inclusion of land
126	126	in the district.
127	127	Sec. 7987A.0306. DIVISION OF DISTRICT. (a) The board, on
128	128	its own motion or on receipt of a petition signed by the owner or
129	129	owners of a majority of the assessed value of the real property in
130	130	the district, may adopt an order dividing the district.
131	131	(b) An order dividing a district may create one or more new
132	132	districts and may provide for the continuation of the district.
133	133	(c) An order dividing the district shall:
134	134	(1) name any new district;
135	135	(2) include the metes and bounds description of the
136	136	territory of each of the districts;
137	137	(3) appoint temporary directors for any new district;
138	138	and
139	139	(4) provide for the division of assets and liabilities
140	140	between the districts.
141	141	(d) The board may adopt an order dividing the district
142	142	before or after the date the board holds an election to confirm the
143	143	district's creation.
144	144	(e) The district may be divided only if the district:
145	145	(1) has never issued any bonds; and
146	146	(2) is not imposing ad valorem taxes.
147	147	(f) A new district created by the division of the district
148	148	may not, at the time the new district is created, contain any land
149	149	outside the area described by Section 2 of the Act enacting this
150	150	chapter.
151	151	(g) On or before the 30th day after the date of adoption of
152	152	an order dividing the district, the district shall file the order
153	153	with the commission and record the order in the real property
154	154	records of each county in which the district is located.
155	155	(h) This chapter applies to any new district created by the
156	156	division of the district, and a new district has all the powers and
157	157	duties of the district.
158	158	(i) A new district created by the division of the district
159	159	shall hold a confirmation and directors' election.
160	160	(j) If the creation of the new district is confirmed, the
161	161	new district shall provide the election date and results to the
162	162	commission.
163	163	(k) A new district created by the division of the district
164	164	must hold an election as required by this chapter to obtain voter
165	165	approval before the district may impose a maintenance tax or issue
166	166	bonds payable wholly or partly from ad valorem taxes.
167	167	(l) The district may continue to rely on confirmation,
168	168	directors', bond, or tax elections held prior to the division.
169	169	(m) Municipal consent to the creation of the district and to
170	170	the inclusion of land in the district acts as municipal consent to
171	171	the creation of any new district created by the division of the
172	172	district and to the inclusion of land in the new district.
173	173	SUBCHAPTER D. GENERAL FINANCIAL PROVISIONS
174	174	Sec. 7987A.0401. ELECTIONS REGARDING TAXES OR BONDS. (a)
175	175	The district may issue, without an election, bonds and other
176	176	obligations secured by:
177	177	(1) revenue other than ad valorem taxes; or
178	178	(2) contract payments described by Section
179	179	7987A.0403.
180	180	(b) The district must hold an election in the manner
181	181	provided by Chapters 49 and 54, Water Code, to obtain voter approval
182	182	before the district may impose an ad valorem tax or issue bonds
183	183	payable from ad valorem taxes.
184	184	(c) The district may not issue bonds payable from ad valorem
185	185	taxes to finance a road project unless the issuance is approved by a
186	186	vote of a two-thirds majority of the district voters voting at an
187	187	election held for that purpose.
188	188	Sec. 7987A.0402. OPERATION AND MAINTENANCE TAX. (a) If
189	189	authorized at an election held under Section 7987A.0401, the
190	190	district may impose an operation and maintenance tax on taxable
191	191	property in the district in accordance with Section 49.107, Water
192	192	Code.
193	193	(b) The board shall determine the tax rate. The rate may not
194	194	exceed the rate approved at the election.
195	195	Sec. 7987A.0403. CONTRACT TAXES. (a) In accordance with
196	196	Section 49.108, Water Code, the district may impose a tax other than
197	197	an operation and maintenance tax and use the revenue derived from
198	198	the tax to make payments under a contract after the provisions of
199	199	the contract have been approved by a majority of the district voters
200	200	voting at an election held for that purpose.
201	201	(b) A contract approved by the district voters may contain a
202	202	provision stating that the contract may be modified or amended by
203	203	the board without further voter approval.
204	204	SUBCHAPTER E. BONDS AND OTHER OBLIGATIONS
205	205	Sec. 7987A.0501. AUTHORITY TO ISSUE BONDS AND OTHER
206	206	OBLIGATIONS. The district may issue bonds or other obligations
207	207	payable wholly or partly from ad valorem taxes, impact fees,
208	208	revenue, contract payments, grants, or other district money, or any
209	209	combination of those sources, to pay for any authorized district
210	210	purpose.
211	211	Sec. 7987A.0502. TAXES FOR BONDS. At the time the district
212	212	issues bonds payable wholly or partly from ad valorem taxes, the
213	213	board shall provide for the annual imposition of a continuing
214	214	direct ad valorem tax, without limit as to rate or amount, while all
215	215	or part of the bonds are outstanding as required and in the manner
216	216	provided by Sections 54.601 and 54.602, Water Code.
217	217	Sec. 7987A.0503. BONDS FOR ROAD PROJECTS. At the time of
218	218	issuance, the total principal amount of bonds or other obligations
219	219	issued or incurred to finance road projects and payable from ad
220	220	valorem taxes may not exceed one-fourth of the assessed value of the
221	221	real property in the district.
222	222	SECTION 2. The Elm Fork Municipal Utility District No. 1 of
223	223	Cooke County initially includes all the territory contained in the
224	224	following area:
225	225	TRACT A - 2,718.240 ACRES
226	226	BEING A 2,718.240 ACRE TRACT OF LAND SITUATED IN THE B.B.B. & C.R.R.
227	227	CO SURVEY,ABSTRACT NO. 141, B.B.B. AND C.R.R. CO SURVEY, ABSTRACT
228	228	NO. 156, B.B.B. AND C.R.R. CO SURVEY, ABSTRACT NO. 157, B.B.B. &
229	229	C.R.R. CO SURVEY, ABSTRACT NO. 177, ALEXANDER HODGE SURVEY,
230	230	ABSTRACT NO. 1388, S.B. MURRELL SURVEY, ABSTRACT NO. 1420, B.A.
231	231	STANFORD SURVEY, ABSTRACT NO. 1445, W.H. DONHAM SURVEY, ABSTRACT
232	232	NO. 1479, S.B. MURRELL SURVEY, ABSTRACT NO. 1491, JOHN W. CHILDERS
233	233	SURVEY, ABSTRACT NO. 1511, J.N. MURRELL SURVEY, ABSTRACT NO. 1525,
234	234	S.E. CLEMENT SURVEY, ABSTRACT NO. 264, J.S.H. DONHAM SURVEY,
235	235	ABSTRACT NO. 1244, ALLEN ELSTON SURVEY, ABSTRACT NO. 351, C.E.
236	236	FALLIS SURVEY, ABSTRACT NO. 1516, B.C. FORBES SURVEY, ABSTRACT NO.
237	237	1614, C. HART SURVEY, ABSTRACT NO. 461, V.A. HOWETH SURVEY,
238	238	ABSTRACT NO. 1631, ROBERT McFALL SURVEY, ABSTRACT NO. 674, JAMES G.
239	239	JONES SURVEY, ABSTRACT NO. 1206, DAVID SMITH SURVEY, ABSTRACT NO.
240	240	173, JACOB SPEARS SURVEY, ABSTRACT NO. 915, B.S. STEWART SURVEY,
241	241	ABSTRACT NO. 949, THOMAS WRIGHT SURVEY, ABSTRACT NO. 1156, COOKE
242	242	COUNTY, TEXAS, BEING ALL OF TRACT ONE, A CALLED 2,022.20 ACRE TRACT
243	243	OF LAND AND BEING ALL OF TRACT TWO, A CALLED 133.77 ACRE TRACT OF
244	244	LAND BOTH DESCRIBED IN WARRANTY DEED TO MESA REAL ESTATE PARTNERS,
245	245	LP AS RECORDED IN VOLUME 2388, PAGE 103 OF THE DEED RECORDS, COOKE
246	246	COUNTY, TEXAS, BEING ALL OF A CALLED 6.02 ACRE TRACT OF LAND
247	247	DESCRIBED IN DEED WITHOUT WARRANTY TO MESA REAL ESTATE PARTNERS, LP
248	248	AS RECORDED IN VOLUME 2409, PAGE 753 OF THE DEED RECORDS, COOKE
249	249	COUNTY, TEXAS, AND BEING ALL OF A CALLED 597.31 ACRE TRACT OF LAND
250	250	DESCRIBED IN WARRANTY DEED TO MESA REAL ESTATE PARTNERS, LP AS
251	251	RECORDED IN VOLUME 2388, PAGE 113 OF THE DEED RECORDS, COOKE COUNTY,
252	252	TEXAS, LESS AND EXCEPT THE FOLLOWING TWO TRACTS: GAINESVILLE GUN &
253	253	ROD CLUB, A CALLED 11.41 ACRE TRACT OF LAND AND A CALLED 29.71 ACRE
254	254	TRACT OF LAND BOTH DESCRIBED IN WARRANTY DEED TO MESA REAL ESTATE
255	255	PARTNERS, LP AS RECORDED IN VOLUME 2388, PAGE 103 OF THE DEED
256	256	RECORDS, COOKE COUNTY, TEXAS, SAID 2,718.240 ACRE TRACT, WITH
257	257	BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES,
258	258	NORTH CENTRAL ZONE 4202, NAD83 DATUM (NAD83 2011, EPOCH DATE 2010),
259	259	DETERMINED BY GPS OBSERVATIONS, AND BEING MORE PARTICULARLY
260	260	DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
261	261	BEGINNING AT THE MOST EASTERLY NORTHEAST CORNER OF SAID 2,022.20
262	262	ACRE TRACT, SAID CORNER BEING ON THE WEST LINE OF THE G.C. &
263	263	S.F. RAILROAD, AND SAID CORNER BEING ON THE GRADIENT BOUNDARY ON
264	264	THE SOUTH BANK OF THE RED RIVER AS SURVEYED BY NEDRA FOSTER, LSLS,
265	265	FEBRUARY 2018;
266	266	THENCE, IN A SOUTHERLY DIRECTION ALONG THE EAST LINE OF SAID
267	267	2,022.20 ACRE TRACT, SAME BEING THE COMMON WEST LINE OF SAID G.C. &
268	268	S.F. RAILROAD THE FOLLOWING COURSES AND DISTANCES:
269	269	SOUTH 36 DEGREES 08 MINUTES 23 SECONDS WEST, A DISTANCE OF
270	270	546.05 FEET TO AN IRON ROD FOR CORNER AND THE BEGINNING OF A TANGENT
271	271	CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 51 DEGREES 00 MINUTES 31
272	272	SECONDS, A RADIUS OF 1,985.08 FEET, AND A LONG CHORD THAT BEARS
273	273	SOUTH 10 DEGREES 38 MINUTES 08 SECONDS WEST, A DISTANCE OF 1,709.47
274	274	FEET;
275	275	ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
276	276	1,767.26 FEET TO AN IRON ROD FOR CORNER;
277	277	SOUTH 14 DEGREES 52 MINUTES 08 SECONDS EAST, A DISTANCE OF
278	278	500.86 FEET TO AN IRON ROD FOR CORNER AND THE BEGINNING OF A TANGENT
279	279	CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 18 DEGREES 42 MINUTES
280	280	00 SECONDS, A RADIUS OF 1,835.08 FEET, AND A LONG CHORD THAT BEARS
281	281	SOUTH 05 DEGREES 31 MINUTES 08 SECONDS EAST, A DISTANCE OF 596.27
282	282	FEET;
283	283	ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
284	284	598.92 FEET TO AN IRON ROD FOR CORNER;
285	285	SOUTH 03 DEGREES 49 MINUTES 52 SECONDS WEST, A DISTANCE OF
286	286	1,893.14 FEET TO AN IRON ROD FOR CORNER AND THE BEGINNING OF A
287	287	TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 12 DEGREES 30
288	288	MINUTES 00 SECONDS, A RADIUS OF 2,939.93 FEET, AND A LONG CHORD THAT
289	289	BEARS SOUTH 02 DEGREES 25 MINUTES 08 SECONDS EAST, A DISTANCE OF
290	290	640.12 FEET;
291	291	ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
292	292	641.39 FEET TO AN IRON ROD FOR CORNER;
293	293	SOUTH 08 DEGREES 40 MINUTES 08 SECONDS EAST, A DISTANCE OF
294	294	504.80 FEET TO AN IRON ROD FOR CORNER AND THE BEGINNING OF A TANGENT
295	295	CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 14 DEGREES 50 MINUTES
296	296	00 SECONDS, A RADIUS OF 2,789.93 FEET, AND A LONG CHORD THAT BEARS
297	297	SOUTH 01 DEGREES 15 MINUTES 08 SECONDS EAST, A DISTANCE OF 720.27
298	298	FEET;
299	299	ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
300	300	722.29 FEET TO AN IRON ROD FOR CORNER;
301	301	SOUTH 06 DEGREES 09 MINUTES 52 SECONDS WEST, A DISTANCE OF
302	302	2,316.98 FEET TO AN IRON ROD FOR CORNER AND THE BEGINNING OF A
303	303	TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 13 DEGREES 30
304	304	MINUTES 00 SECONDS, A RADIUS OF 2,939.93 FEET, AND A LONG CHORD THAT
305	305	BEARS SOUTH 00 DEGREES 35 MINUTES 08 SECONDS EAST, A DISTANCE OF
306	306	691.10 FEET;
307	307	ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
308	308	692.70 FEET TO AN IRON ROD FOR CORNER;
309	309	SOUTH 07 DEGREES 20 MINUTES 08 SECONDS EAST, A DISTANCE OF
310	310	1,439.34 FEET TO A POINT FOR CORNER;
311	311	THENCE, DEPARTING SAID COMMON LINE AND OVER AND ACROSS SAID
312	312	2,022.20 ACRE TRACT AND AROUND SAID 29.71 ACRE LESS AND EXCEPT TRACT
313	313	THE FOLLOWING COURSES AND DISTANCES:
314	314	SOUTH 73 DEGREES 43 MINUTES 59 SECONDS WEST, A DISTANCE OF
315	315	146.54 FEET TO A STEEL PIN IN A FOUND PILE OF STONE FOR THE NORTH
316	316	CORNER OF SAID 29.71 ACRE TRACT;
317	317	SOUTH 73 DEGREES 43 MINUTES 59 SECONDS WEST, A DISTANCE OF
318	318	1,866.33 FEET TO A STEEL PIN IN A PILE OF STONE FOR THE WEST CORNER
319	319	OF SAID 29.71 ACRE TRACT;
320	320	SOUTH 18 DEGREES 01 MINUTES 19 SECONDS EAST, A DISTANCE OF
321	321	773.25 FEET TO A STEEL PIN IN A PILE OF STONE FOR THE SOUTH CORNER OF
322	322	SAID 29.71 ACRE TRACT;
323	323	NORTH 70 DEGREES 04 MINUTES 27 SECONDS EAST, A DISTANCE OF
324	324	1,618.13 FEET TO A STEEL PIN FOR THE MOST SOUTHERLY EAST CORNER OF
325	325	SAID 29.71 ACRE TRACT;
326	326	NORTH 25 DEGREES 51 MINUTES 21 SECONDS EAST, A DISTANCE OF
327	327	313.39 FEET TO A STEEL PIN FOR THE MOST EASTERLY EAST CORNER OF SAID
328	328	29.71 ACRE TRACT;
329	329	NORTH 13 DEGREES 57 MINUTES 34 SECONDS WEST, A DISTANCE OF
330	330	437.53 FEET TO AFORESAID STEEL PIN IN A PILE OF STONE FOR SAID NORTH
331	331	CORNER;
332	332	NORTH 73 DEGREES 43 MINUTES 59 SECONDS EAST, A DISTANCE OF
333	333	146.54 FEET TO AFORESAID POINT FOR CORNER ON AFORESAID COMMON EAST
334	334	LINE OF SAID 2,022.20 ACRE TRACT, SAME BEING THE COMMON AFORESAID
335	335	WEST LINE OF SAID G.C. & S.F. RAILROAD;
336	336	THENCE, IN A SOUTHERLY DIRECTION CONTINUING ALONG SAID COMMON LINE
337	337	THE FOLLOWING COURSES AND DISTANCES:
338	338	SOUTH 07 DEGREES 20 MINUTES 08 SECONDS EAST, ALONG SAID
339	339	COMMON LINE, A DISTANCE OF 403.17 FEET TO AN IRON ROD FOR CORNER AND
340	340	THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE
341	341	OF 14 DEGREES 10 MINUTES 00 SECONDS, A RADIUS OF 2,789.93 FEET, AND
342	342	A LONG CHORD THAT BEARS SOUTH 00 DEGREES 15 MINUTES 08 SECONDS EAST,
343	343	A DISTANCE OF 688.07 FEET;
344	344	ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
345	345	689.83 FEET TO AN IRON ROD FOR CORNER;
346	346	SOUTH 06 DEGREES 49 MINUTES 52 SECONDS WEST, ALONG SAID
347	347	COMMON LINE, A DISTANCE OF 283.34 FEET TO AN IRON ROD FOR THE
348	348	SOUTHEAST CORNER OF SAID 2,022.20 ACRE TRACT;
349	349	THENCE, NORTH 87 DEGREES 39 MINUTES 26 SECONDS WEST, DEPARTING THE
350	350	WEST LINE OF SAID G.C. & S.F. RAILROAD, AND ALONG THE SOUTH LINE OF
351	351	SAID 2,022.20 ACRE TRACT, A DISTANCE OF 5,384.51 FEET TO AN IRON ROD
352	352	FOR CORNER, SAID CORNER BEING ON THE NORTHEAST LINE OF F.M. 1202 (A
353	353	VARIABLE WIDTH PRESCRIPTIVE RIGHT-OF-WAY;
354	354	THENCE, ALONG THE WEST LINE OF SAID 2,022.20 ACRE TRACT AND
355	355	GENERALLY ALONG SAID F.M. 1202 THE FOLLOWING COURSES AND DISTANCES:
356	356	NORTH 25 DEGREES 30 MINUTES 43 SECONDS WEST, A DISTANCE OF
357	357	80.97 FEET TO AN IRON ROD FOR CORNER;
358	358	SOUTH 64 DEGREES 22 MINUTES 17 SECONDS WEST, A DISTANCE OF
359	359	19.90 FEET TO AN IRON ROD FOUND FOR CORNER;
360	360	NORTH 00 DEGREES 06 MINUTES 46 SECONDS WEST, A DISTANCE OF
361	361	701.85 FEET TO A POINT FOR CORNER;
362	362	THENCE, DEPARTING SAID WEST LINE AND OVER AND ACROSS SAID 2,022.20
363	363	ACRE TRACT AND AROUND SAID 11.41 ACRE LESS AND EXCEPT TRACT THE
364	364	FOLLOWING COURSES AND DISTANCES:
365	365	NORTH 89 DEGREES 53 MINUTES 14 SECONDS EAST, A DISTANCE OF
366	366	141.15 FEET TO A STEEL PIN FOR THE WEST CORNER OF SAID 11.41 ACRE
367	367	TRACT;
368	368	SOUTH 25 DEGREES 26 MINUTES 27 SECONDS EAST, A DISTANCE OF
369	369	347.02 FEET TO A STEEL PIN FOR THE MOST SOUTHERLY SOUTH CORNER OF
370	370	SAID 11.41 ACRE TRACT;
371	371	NORTH 64 DEGREES 38 MINUTES 26 SECONDS EAST, A DISTANCE OF
372	372	178.00 FEET TO A FENCE CORNER FOR A SOUTH CORNER OF SAID 11.41 ACRE
373	373	TRACT;
374	374	NORTH 69 DEGREES 37 MINUTES 58 SECONDS EAST, A DISTANCE OF
375	375	673.56 FEET TO A STEEL PIN FOR THE EAST CORNER OF SAID 11.41 ACRE
376	376	TRACT;
377	377	NORTH 20 DEGREES 21 MINUTES 59 SECONDS WEST, A DISTANCE OF
378	378	654.74 FEET TO A STEEL PIN FOR THE MOST NORTHERLY NORTH CORNER OF
379	379	SAID 11.41 ACRE TRACT;
380	380	SOUTH 69 DEGREES 31 MINUTES 59 SECONDS WEST, A DISTANCE OF
381	381	478.58 FEET TO A STEEL PIN FOR A NORTH CORNER OF SAID 11.41 ACRE
382	382	TRACT;
383	383	SOUTH 25 DEGREES 27 MINUTES 13 SECONDS WEST, A DISTANCE OF
384	384	454.63 FEET TO AN IRON ROD FOR A REENTRANT CORNER OF SAID 11.41 ACRE
385	385	TRACT;
386	386	SOUTH 64 DEGREES 30 MINUTES 33 SECONDS WEST, A DISTANCE OF
387	387	77.27 FEET TO AFORESAID STEEL PIN FOR WEST CORNER;
388	388	SOUTH 89 DEGREES 53 MINUTES 14 SECONDS WEST, A DISTANCE OF
389	389	141.15 FEET TO AFORESAID POINT FOR CORNER ON AFORESAID WEST LINE OF
390	390	SAID 2,022.20 ACRE TRACT;
391	391	THENCE, NORTH 00 DEGREES 06 MINUTES 46 SECONDS WEST, CONTINUING
392	392	ALONG AFORESAID WEST LINE AND GENERALLY ALONG AFORESAID F.M. 1202,
393	393	A DISTANCE OF 1,453.11 FEET TO AN IRON ROD FOUND FOR CORNER;
394	394	THENCE, DEPARTING SAID WEST LINE AND ALONG THE SOUTHEAST LINE OF
395	395	SAID 597.31 ACRE TRACT, SAME BEING THE COMMON NORTHWEST LINE OF A
396	396	CALLED 49.30 ACRE TRACT OF LAND DESCRIBED IN WARRANTY DEED TO MOLLIE
397	397	EATON AS RECORDED IN VOLUME 1448, PAGE 314 OF THE DEED RECORDS,
398	398	COOKE COUNTY, TEXAS, THE FOLLOWING COURSES AND DISTANCES:
399	399	SOUTH 74 DEGREES 25 MINUTES 50 SECONDS WEST, A DISTANCE OF
400	400	23.32 FEET TO A 3-INCH FENCE CORNER POST FOR CORNER;
401	401	SOUTH 68 DEGREES 03 MINUTES 59 SECONDS WEST, A DISTANCE OF
402	402	923.95 FEET TO A 3-INCH FENCE CORNER POST FOR CORNER;
403	403	SOUTH 64 DEGREES 42 MINUTES 30 SECONDS WEST, A DISTANCE OF
404	404	1,048.07 FEET TO A 3-INCH FENCE CORNER POST FOR CORNER;
405	405	THENCE, DEPARTING THE NORTHWEST LINE OF SAID 49.30 ACRE TRACT, AND
406	406	IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID
407	407	597.31 ACRE TRACT THE FOLLOWING COURSES AND DISTANCES:
408	408	NORTH 25 DEGREES 26 MINUTES 40 SECONDS WEST, A DISTANCE OF
409	409	3,623.16 FEET TO A 3-INCH FENCE CORNER POST FOR CORNER;
410	410	SOUTH 72 DEGREES 58 MINUTES 32 SECONDS WEST, A DISTANCE OF
411	411	55.78 FEET TO A 3-INCH FENCE CORNER POST FOR CORNER;
412	412	NORTH 22 DEGREES 55 MINUTES 57 SECONDS WEST, A DISTANCE OF
413	413	290.11 FEET TO A 3-INCH FENCE CORNER POST FOR CORNER;
414	414	NORTH 62 DEGREES 14 MINUTES 34 SECONDS WEST, A DISTANCE OF
415	415	175.77 FEET TO A STEEL PIN AT A 3-INCH FENCE CORNER POST FOR CORNER;
416	416	NORTH 77 DEGREES 51 MINUTES 04 SECONDS WEST, A DISTANCE OF
417	417	1,781.76 FEET TO A 3-INCH FENCE CORNER POST FOR CORNER;
418	418	NORTH 29 DEGREES 16 MINUTES 32 SECONDS WEST, A DISTANCE OF
419	419	1,359.47 FEET TO AN 8-INCH FENCE CORNER POST IN CONCRETE FOOTING FOR
420	420	CORNER;
421	421	NORTH 25 DEGREES 45 MINUTES 22 SECONDS WEST, A DISTANCE OF
422	422	703.05 FEET TO A STEEL PIN FOR CORNER;
423	423	SOUTH 80 DEGREES 56 MINUTES 20 SECONDS WEST, A DISTANCE OF
424	424	151.53 FEET TO A STEEL PIN FOR CORNER;
425	425	NORTH 09 DEGREES 03 MINUTES 41 SECONDS WEST, A DISTANCE OF
426	426	365.68 FEET TO A STEEL PIN FOR CORNER;
427	427	NORTH 10 DEGREES 04 MINUTES 00 SECONDS WEST, A DISTANCE OF
428	428	202.07 FEET TO A STEEL PIN FOR CORNER AND THE BEGINNING OF A
429	429	NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 06 DEGREES
430	430	37 MINUTES 51 SECONDS, A RADIUS OF 1,949.86 FEET, AND A LONG CHORD
431	431	THAT BEARS NORTH 15 DEGREES 22 MINUTES 37 SECONDS WEST, A DISTANCE
432	432	OF 225.53 FEET;
433	433	ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
434	434	225.66 FEET TO A STEEL PIN FOR CORNER;
435	435	NORTH 20 DEGREES 41 MINUTES 14 SECONDS WEST, A DISTANCE OF
436	436	202.07 FEET TO A STEEL PIN FOR CORNER;
437	437	NORTH 21 DEGREES 41 MINUTES 32 SECONDS WEST, A DISTANCE OF
438	438	314.66 FEET TO A STEEL PIN FOUND FOR THE NORTHWEST CORNER OF SAID
439	439	597.31 ACRE TRACT;
440	440	THENCE, IN AN EASTERLY DIRECTION ALONG THE NORTH LINE OF SAID 597.31
441	441	ACRE TRACT THE FOLLOWING COURSES AND DISTANCES:
442	442	SOUTH 80 DEGREES 35 MINUTES 10 SECONDS EAST, A DISTANCE OF
443	443	1,105.47 FEET TO A STEEL PIN FOR CORNER;
444	444	SOUTH 35 DEGREES 19 MINUTES 20 SECONDS WEST, A DISTANCE OF
445	445	178.08 FEET TO A FENCE CORNER;
446	446	SOUTH 55 DEGREES 04 MINUTES 20 SECONDS EAST, A DISTANCE OF
447	447	191.12 FEET TO A FENCE CORNER;
448	448	NORTH 52 DEGREES 56 MINUTES 18 SECONDS EAST, A DISTANCE OF
449	449	334.45 FEET TO A STEEL PIN FOR CORNER;
450	450	SOUTH 80 DEGREES 35 MINUTES 09 SECONDS EAST, A DISTANCE OF
451	451	4,037.04 FEET TO A 10-INCH FENCE CORNER POST IN CONCRETE FOOTING;
452	452	NORTH 84 DEGREES 22 MINUTES 47 SECONDS EAST, A DISTANCE OF
453	453	1,510.49 FEET TO A STEEL PIN FOR CORNER ON AFORESAID WEST LINE OF
454	454	SAID 2,022.20 ACRE TRACT;
455	455	THENCE, NORTH 00 DEGREES 06 MINUTES 46 SECONDS WEST, ALONG SAID WEST
456	456	LINE, A DISTANCE OF 6,006.55 FEET TO A SQUARE PIPE FOR CORNER;
457	457	THENCE, NORTH 00 DEGREES 08 MINUTES 28 SECONDS WEST, CONTINUING
458	458	ALONG SAID ALONG SAID WEST LINE, A DISTANCE OF 5,629.45 FEET TO A
459	459	WOOD FENCE CORNER;
460	460	THENCE, SOUTH 89 DEGREES 24 MINUTES 31 SECONDS EAST, ALONG THE NORTH
461	461	LINE OF SAID 2,022.20 ACRE TRACT, PASSING AT A DISTANCE OF 267.14
462	462	FEET A CAPPED IRON ROD FOR THE MOST NORTHERLY NORTHEAST CORNER OF
463	463	SAID 2,022.20 ACRE TRACT, SAME BEING THE COMMON NORTHWEST CORNER OF
464	464	SAID 133.77 ACRE TRACT, AND CONTINUING IN ALL A TOTAL DISTANCE OF
465	465	1,750.12 FEET TO A POINT FOR THE NORTHEAST CORNER OF SAID 133.77
466	466	ACRE TRACT, SAID CORNER BEING ON AFORESAID GRADIENT BOUNDARY ON THE
467	467	SOUTH BANK OF THE RED RIVER AS SURVEYED BY NEDRA FOSTER, LSLS,
468	468	FEBRUARY 2018;
469	469	THENCE, IN A SOUTHEASTERLY DIRECTION ALONG THE NORTHEAST LINE OF
470	470	SAID 133.77 ACRE TRACT, SAME BEING SAID COMMON GRADIENT BOUNDARY
471	471	THE FOLLOWING COURSES AND DISTANCES:
472	472	SOUTH 53 DEGREES 58 MINUTES 21 SECONDS EAST, A DISTANCE OF
473	473	91.40 FEET TO A POINT FOR CORNER;
474	474	SOUTH 45 DEGREES 17 MINUTES 03 SECONDS EAST, A DISTANCE OF
475	475	427.80 FEET TO A POINT FOR CORNER;
476	476	SOUTH 60 DEGREES 28 MINUTES 15 SECONDS EAST, A DISTANCE OF
477	477	691.87 FEET TO A POINT FOR CORNER;
478	478	SOUTH 27 DEGREES 10 MINUTES 46 SECONDS EAST, A DISTANCE OF
479	479	834.10 FEET TO A POINT FOR CORNER;
480	480	SOUTH 27 DEGREES 24 MINUTES 53 SECONDS EAST, A DISTANCE OF
481	481	784.05 FEET TO A POINT FOR CORNER;
482	482	SOUTH 42 DEGREES 03 MINUTES 52 SECONDS EAST, A DISTANCE OF
483	483	110.45 FEET TO A POINT FOR CORNER;
484	484	SOUTH 24 DEGREES 14 MINUTES 12 SECONDS EAST, A DISTANCE OF
485	485	297.20 FEET TO A POINT FOR CORNER;
486	486	SOUTH 18 DEGREES 40 MINUTES 36 SECONDS EAST, A DISTANCE OF
487	487	299.79 FEET TO A POINT FOR CORNER;
488	488	SOUTH 11 DEGREES 16 MINUTES 26 SECONDS EAST, A DISTANCE OF
489	489	312.02 FEET TO A POINT FOR CORNER;
490	490	SOUTH 00 DEGREES 25 MINUTES 20 SECONDS WEST, A DISTANCE OF
491	491	407.01 FEET TO A POINT FOR CORNER ON SAID COMMON LINE, SAID CORNER
492	492	BEING A SOUTHEAST CORNER OF SAID 133.77 ACRE TRACT;
493	493	THENCE, SOUTH 66 DEGREES 22 MINUTES 14 SECONDS WEST, DEPARTING SAID
494	494	COMMON LINE AND ALONG A SOUTHEAST LINE OF SAID 133.77 ACRE TRACT, A
495	495	DISTANCE OF 0.32 FEET TO A POINT FOR CORNER ON SAID SOUTHEAST LINE,
496	496	SAID CORNER BEING THE NORTHEAST CORNER OF SAID 6.02 ACRE TRACT;
497	497	THENCE, SOUTH 14 DEGREES 04 MINUTES 17 SECONDS EAST, DEPARTING SAID
498	498	SOUTHEAST LINE AND ALONG THE NORTHEAST LINE OF SAID 6.02 ACRE TRACT,
499	499	SAME BEING THE COMMON GRADIENT BOUNDARY ON THE RIGHT BANK OF THE RED
500	500	RIVER, A DISTANCE OF 1,329.68 FEET TO A POINT FOR THE SOUTH CORNER
501	501	OF SAID 6.02 ACRE TRACT, SAID CORNER BEING ON SAID GRADIENT
502	502	BOUNDARY, AND SAID CORNER BEING ON THE AFORESAID NORTHEAST LINE OF
503	503	SAID 133.77 ACRE TRACT;
504	504	THENCE, SOUTH 12 DEGREES 01 MINUTES 50 SECONDS EAST, ALONG SAID
505	505	NORTHEAST LINE, A DISTANCE OF 62.37 FEET TO A POINT FOR THE MOST
506	506	SOUTHERLY SOUTHEAST CORNER OF SAID 133.77 ACRE TRACT;
507	507	THENCE, SOUTH 65 DEGREES 46 MINUTES 20 SECONDS WEST, ALONG THE MOST
508	508	SOUTHERLY SOUTHEAST LINE OF SAID 133.77 ACRE TRACT, DEPARTING SAID
509	509	SOUTHEAST LINE, PASSING THE SOUTH CORNER OF SAID 133.77 ACRE TRACT
510	510	AT A DISTANCE OF 21.93 FEET, AND CONTINUING IN ALL A TOTAL DISTANCE
511	511	OF 40.94 FEET TO A POINT FOR CORNER ON THE AFORESAID NORTHEAST LINE
512	512	OF SAID 2,022.20 ACRE TRACT, SAME BEING THE COMMON AFORESAID
513	513	GRADIENT BOUNDARY ON THE SOUTH BANK OF THE RED RIVER AS SURVEYED BY
514	514	NEDRA FOSTER, LSLS, FEBRUARY 2018;
515	515	THENCE, IN A SOUTHEASTERLY DIRECTION ALONG SAID COMMON LINE THE
516	516	FOLLOWING COURSES AND DISTANCES:
517	517	SOUTH 39 DEGREES 32 MINUTES 10 SECONDS EAST, A DISTANCE OF
518	518	80.65 FEET TO A POINT FOR CORNER;
519	519	SOUTH 36 DEGREES 08 MINUTES 07 SECONDS EAST, A DISTANCE OF
520	520	234.02 FEET TO A POINT FOR CORNER;
521	521	SOUTH 38 DEGREES 10 MINUTES 44 SECONDS EAST, A DISTANCE OF
522	522	297.68 FEET TO A POINT FOR CORNER;
523	523	SOUTH 35 DEGREES 37 MINUTES 50 SECONDS EAST, A DISTANCE OF
524	524	286.67 FEET TO A POINT FOR CORNER;
525	525	SOUTH 35 DEGREES 41 MINUTES 43 SECONDS EAST, A DISTANCE OF
526	526	253.65 FEET TO A POINT FOR CORNER;
527	527	SOUTH 34 DEGREES 19 MINUTES 49 SECONDS EAST, A DISTANCE OF
528	528	148.95 FEET TO A POINT FOR CORNER;
529	529	SOUTH 42 DEGREES 22 MINUTES 03 SECONDS EAST, A DISTANCE OF
530	530	123.17 FEET TO A POINT FOR CORNER;
531	531	SOUTH 43 DEGREES 37 MINUTES 31 SECONDS EAST, A DISTANCE OF
532	532	265.24 FEET TO A POINT FOR CORNER;
533	533	SOUTH 45 DEGREES 34 MINUTES 58 SECONDS EAST, A DISTANCE OF
534	534	208.61 FEET TO A POINT FOR CORNER;
535	535	SOUTH 47 DEGREES 46 MINUTES 27 SECONDS EAST, A DISTANCE OF
536	536	321.40 FEET TO A POINT FOR CORNER;
537	537	SOUTH 52 DEGREES 07 MINUTES 30 SECONDS EAST, A DISTANCE OF
538	538	262.24 FEET TO A POINT FOR CORNER;
539	539	SOUTH 60 DEGREES 46 MINUTES 51 SECONDS EAST, A DISTANCE OF
540	540	67.60 FEET TO A POINT FOR CORNER;
541	541	SOUTH 66 DEGREES 06 MINUTES 17 SECONDS EAST, A DISTANCE OF
542	542	172.92 FEET TO THE POINT OF BEGINNING AND CONTAINING 2,718.240
543	543	ACRES OF LAND, MORE OR LESS.
544	544	TRACT B - 4,560.911 ACRES
545	545	BEING A 4,560.911 ACRE TRACT OF LAND SITUATED IN THE B.B.B. AND
546	546	C.R.R. CO SURVEY, ABSTRACT NO. 155, B.B.B. AND C.R.R. CO SURVEY,
547	547	ABSTRACT NO. 175, JAMES C. BROWN SURVEY, ABSTRACT NO. 185, FRANKLIN
548	548	COOK SURVEY, ABSTRACT NO. 242, JACOB CASPAN SURVEY, ABSTRACT NO.
549	549	247, JAMES C. DOBKINS SURVEY, ABSTRACT NO. 315, JACOB DOBKINS
550	550	SURVEY, ABSTRACT NO. 316, JAMES FRANKLIN SURVEY, ABSTRACT NO. 370,
551	551	MUND GROSS SURVEY, ABSTRACT NO. 401, WILLIAM HOLT SURVEY, ABSTRACT
552	552	NO. 456, MARSHALL UNIVERSITY SURVEY, ABSTRACT NO. 616, JAMES
553	553	McWILLIAMS SURVEY, ABSTRACT NO. 658, JOHN S. MENIFEE SURVEY,
554	554	ABSTRACT NO. 664, JOHN S. MENIFEE SURVEY, ABSTRACT NO. 665, ALEX C.
555	555	McFARLAND SURVEY, ABSTRACT NO. 677, MIRAM McCALL SURVEY, ABSTRACT
556	556	NO. 703, L.B. NELSON SURVEY, ABSTRACT NO. 799, J. PURCELL SURVEY,
557	557	ABSTRACT NO. 834, SARAH SMITH SURVEY, ABSTRACT NO. 913, JACOB
558	558	SPEARS SURVEY, ABSTRACT NO. 915, ELIZABETH STONE SURVEY, ABSTRACT
559	559	NO. 1002, D.B. TAYLOR SURVEY, ABSTRACT NO. 1068, JAMES C. BROWN
560	560	SURVEY, ABSTRACT NO. 1185, WM C DAVIS SURVEY, ABSTRACT NO. 1195,
561	561	C.H. McALISTER SURVEY, ABSTRACT NO. 1267, S.H. BROWN SURVEY,
562	562	ABSTRACT NO. 1287, L.M. FORD SURVEY, ABSTRACT NO. 1293, D.C. HEED
563	563	SURVEY, ABSTRACT NO. 1296, W W HOWETH SURVEY, ABSTRACT NO. 1375, A.
564	564	HODGE SURVEY, ABSTRACT NO. 1388, B.A. STANFORD SURVEY, ABSTRACT
565	565	NO. 1445, C.E. FALLIS SURVEY, ABSTRACT NO. 1515, J.N. MURRELL
566	566	SURVEY, ABSTRACT NO. 1525, V.A. HOWETH SURVEY, ABSTRACT NO. 1631,
567	567	B.B.B. & C.R.R. CO SURVEY, ABSTRACT NO. 1650, J.J. LANG SURVEY,
568	568	ABSTRACT NO. 1655, COOKE COUNTY, TEXAS, BEING ALL OF TRACT 1 (100
569	569	ACRE TRACT), A CALLED 100.00 ACRE TRACT OF LAND AND BEING ALL OF
570	570	TRACT 2 (100 ACRE TRACT), A CALLED 100.00 ACRE TRACT OF LAND BOTH
571	571	BEING DESCRIBED IN WARRANTY DEED TO JOHN SCHMITZ AND SANDY SCHMITZ
572	572	AS RECORDED IN VOLUME 2388, PAGE 64 OF THE DEED RECORDS, COOKE
573	573	COUNTY, TEXAS, BEING ALL OF FARM NO. 1 (1960 ACRES, MORE OR LESS), A
574	574	CALLED 1770.0 ACRE TRACT OF LAND, A CALLED 157.47 ACRE TRACT OF
575	575	LAND, AND A CALLED 16.41 ACRE TRACT OF LAND ALL OF WHICH BEING
576	576	DESCRIBED IN WARRANTY DEED TO STARK ENTERPRISES, INC. AS RECORDED
577	577	IN VOLUME 520, PAGE 414 OF THE DEED RECORDS, COOKE COUNTY, TEXAS,
578	578	BEING A PART OF A CALLED 270.81 ACRE TRACT OF LAND AND BEING ALL OF A
579	579	CALLED 813.753 ACRE TRACT OF LAND BOTH BEING DESCRIBED IN WARRANTY
580	580	DEED TO MESA REAL ESTATE PARTNERS, LP AS RECORDED IN VOLUME 2388,
581	581	PAGE 113 OF THE DEED RECORDS, COOKE COUNTY, TEXAS, BEING ALL OF A
582	582	CALLED 82.092 ACRE TRACT OF LAND AND BEING ALL OF A CALLED 733.184
583	583	ACRE TRACT OF LAND BOTH BEING DESCRIBED IN GENERAL WARRANTY DEED TO
584	584	TIMBERCREEK REAL ESTATE PARTNERS, L.L.C. AS RECORDED IN VOLUME
585	585	1674, PAGE 173 OF THE DEED RECORDS, COOKE COUNTY, TEXAS, BEING ALL
586	586	OF A CALLED 80.869 ACRE TRACT OF LAND DESCRIBED IN WARRANTY DEED TO
587	587	MESA REAL ESTATE PARTNERS, LP AS RECORDED IN VOLUME 2388, PAGE 89 OF
588	588	THE DEED RECORDS, COOKE COUNTY, TEXAS, BEING ALL OF TRACT 2, A
589	589	CALLED 26.229 ACRE TRACT OF LAND DESCRIBED IN WARRANTY DEED TO MESA
590	590	REAL ESTATE PARTNERS, LP AS RECORDED IN VOLUME 2388, PAGE 96 OF THE
591	591	DEED RECORDS, COOKE COUNTY, TEXAS, BEING ALL OF A CALLED 247.572
592	592	ACRE TRACT OF LAND DESCRIBED IN SPECIAL WARRANTY DEED TO B-29
593	593	PROPERTIES, LLC AS RECORDED IN VOLUME 2526, PAGE 752 OF THE DEED
594	594	RECORDS, COOKE COUNTY, TEXAS, AND BEING ALL OF A CALLED 304.453 ACRE
595	595	TRACT OF LAND DESCRIBED IN WARRANTY DEED TO B-29 PROPERTIES, LLC AS
596	596	RECORDED IN VOLUME 2454, PAGE 560 OF THE DEED RECORDS, COOKE COUNTY,
597	597	TEXAS, SAID 4,560.911 ACRE TRACT, WITH BEARING BASIS BEING GRID
598	598	NORTH TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE 4202, NAD83
599	599	DATUM (NAD83 2011, EPOCH DATE 2010), AND BEING MORE PARTICULARLY
600	600	DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
601	601	BEGINNING AT A 5/8-INCH IRON ROD WITH A 3-1/4-INCH ALUMINUM CAP
602	602	STAMPED "TEXAS DEPARTMENT OF TRANSPORTATION R.O.W" (HEREAFTER
603	603	REFERRED TO AS "ALUMINUM ROW CAP") FOR THE NORTHWEST CORNER OF SAID
604	604	TRACT 1, 100.00 ACRE TRACT, SAID CORNER BEING THE MOST NORTHERLY
605	605	NORTHEAST CORNER OF A CALLED 1.0905 ACRE TRACT OF LAND DESCRIBED IN
606	606	DEED TO THE STATE OF TEXAS AS RECORDED IN VOLUME 2290, PAGE 758 OF
607	607	THE DEED RECORDS, COOKE COUNTY, TEXAS, AND SAID CORNER BEING ON THE
608	608	EAST RIGHT-OF-WAY LINE INTERSTATE HIGHWAY 35 (A VARIABLE WIDTH
609	609	RIGHT-OF-WAY);
610	610	THENCE, SOUTH 80 DEGREES 18 MINUTES 48 SECONDS EAST, DEPARTING THE
611	611	EAST RIGHT-OF-WAY OF SAID INTERSTATE HIGHWAY 35, AND ALONG THE
612	612	NORTH LINE OF SAID TRACT 1, 100.00 ACRE TRACT, A DISTANCE OF
613	613	3,564.17 FEET TO A FENCE CORNER POST FOUND FOR THE NORTHEAST CORNER
614	614	OF SAID TRACT 1, 100.00 ACRE TRACT, SAID CORNER BEING ON THE WEST
615	615	LINE OF SAID 1770.0 ACRE TRACT;
616	616	THENCE IN A NORTHERLY DIRECTION ALONG THE WEST LINE OF SAID 1770.0
617	617	ACRE TRACT, SAME BEING ALONG OLD BROWN'S FERRY ROAD (ABANDONED) THE
618	618	FOLLOWING COURSES AND DISTANCES:
619	619	NORTH 07 DEGREES 34 MINUTES 28 SECONDS EAST, A DISTANCE OF
620	620	807.05 FEET TO A POINT FOR CORNER;
621	621	NORTH 01 DEGREES 06 MINUTES 51 SECONDS WEST, A DISTANCE OF
622	622	362.70 FEET TO A POINT FOR CORNER;
623	623	NORTH 37 DEGREES 37 MINUTES 26 SECONDS EAST, A DISTANCE OF
624	624	274.43 FEET TO A POINT FOR CORNER;
625	625	NORTH 10 DEGREES 02 MINUTES 40 SECONDS WEST, A DISTANCE OF
626	626	843.25 FEET TO A POINT FOR CORNER;
627	627	NORTH 25 DEGREES 44 MINUTES 59 SECONDS EAST, A DISTANCE OF
628	628	517.77 FEET TO A POINT FOR CORNER;
629	629	NORTH 44 DEGREES 51 MINUTES 25 SECONDS WEST, A DISTANCE OF
630	630	54.35 FEET TO A POINT FOR CORNER;
631	631	NORTH 49 DEGREES 20 MINUTES 55 SECONDS EAST, A DISTANCE OF
632	632	107.93 FEET TO A POINT FOR CORNER;
633	633	NORTH 28 DEGREES 05 MINUTES 40 SECONDS EAST, A DISTANCE OF
634	634	199.81 FEET TO A POINT FOR CORNER;
635	635	NORTH 41 DEGREES 52 MINUTES 37 SECONDS EAST, A DISTANCE OF
636	636	167.65 FEET TO A POINT FOR CORNER;
637	637	SOUTH 73 DEGREES 40 MINUTES 13 SECONDS EAST, A DISTANCE OF
638	638	123.04 FEET TO A POINT FOR CORNER;
639	639	NORTH 29 DEGREES 46 MINUTES 44 SECONDS EAST, A DISTANCE OF
640	640	386.85 FEET TO A POINT FOR CORNER;
641	641	NORTH 26 DEGREES 14 MINUTES 05 SECONDS EAST, A DISTANCE OF
642	642	24.76 FEET TO A POINT FOR CORNER;
643	643	NORTH 28 DEGREES 03 MINUTES 23 SECONDS EAST, A DISTANCE OF
644	644	40.93 FEET TO A POINT FOR CORNER;
645	645	NORTH 29 DEGREES 01 MINUTES 33 SECONDS EAST, A DISTANCE OF
646	646	107.91 FEET TO A POINT FOR CORNER;
647	647	NORTH 21 DEGREES 23 MINUTES 29 SECONDS WEST, A DISTANCE OF
648	648	195.06 FEET TO A 1/2-INCH STEEL SQUARE TUBING FOUND FOR THE
649	649	NORTHWEST CORNER OF SAID 1770.0 ACRE TRACT, SAID CORNER BEING ON THE
650	650	SOUTH BANK OF THE RED RIVER;
651	651	THENCE, IN A SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OF SAID
652	652	1770.0 ACRE TRACT, SAME BEING THE COMMON SOUTH BANK OF SAID RED
653	653	RIVER THE FOLLOWING COURSES AND DISTANCES:
654	654	SOUTH 70 DEGREES 49 MINUTES 58 SECONDS EAST, A DISTANCE OF
655	655	683.31 FEET TO A POINT FOR CORNER;
656	656	SOUTH 70 DEGREES 44 MINUTES 22 SECONDS EAST, A DISTANCE OF
657	657	429.70 FEET TO A POINT FOR CORNER;
658	658	SOUTH 72 DEGREES 50 MINUTES 55 SECONDS EAST, A DISTANCE OF
659	659	631.26 FEET TO A POINT FOR CORNER;
660	660	SOUTH 72 DEGREES 31 MINUTES 26 SECONDS EAST, A DISTANCE OF
661	661	434.13 FEET TO A POINT FOR CORNER;
662	662	SOUTH 75 DEGREES 00 MINUTES 37 SECONDS EAST, A DISTANCE OF
663	663	317.05 FEET TO A POINT FOR CORNER;
664	664	SOUTH 76 DEGREES 17 MINUTES 44 SECONDS EAST, A DISTANCE OF
665	665	541.21 FEET TO A POINT FOR CORNER;
666	666	SOUTH 78 DEGREES 58 MINUTES 44 SECONDS EAST, A DISTANCE OF
667	667	520.69 FEET TO A POINT FOR CORNER;
668	668	SOUTH 82 DEGREES 42 MINUTES 56 SECONDS EAST, A DISTANCE OF
669	669	526.02 FEET TO A POINT FOR CORNER;
670	670	SOUTH 86 DEGREES 02 MINUTES 55 SECONDS EAST, A DISTANCE OF
671	671	338.31 FEET TO A POINT FOR CORNER;
672	672	SOUTH 79 DEGREES 22 MINUTES 42 SECONDS EAST, A DISTANCE OF
673	673	655.58 FEET TO A POINT FOR CORNER;
674	674	SOUTH 87 DEGREES 37 MINUTES 18 SECONDS EAST, A DISTANCE OF
675	675	131.50 FEET TO A POINT FOR THE NORTHEAST CORNER OF SAID 1770.0 ACRE
676	676	TRACT;
677	677	THENCE, SOUTH 04 DEGREES 43 MINUTES 15 SECONDS WEST, PASSING AT A
678	678	DISTANCE OF 17.65 FEET THE NORTHWEST CORNER OF A CALLED 448.69 ACRE
679	679	TRACT DESCRIBED IN WARRANTY DEED WITH VENDOR'S LIEN TO CHRISTOPHER
680	680	BANCROFT AS RECORDED IN VOLUME 742, PAGE 845 OF THE DEED RECORDS,
681	681	COOKE COUNTY, TEXAS, ALONG THE WEST LINE OF SAID 448.69 ACRE TRACT,
682	682	ENTERING THE GENERAL CENTER OF OLD SACRA'S FERRY ROAD (ABANDONED),
683	683	A DISTANCE OF 268.76 FEET TO A SPIKE FOR CORNER;
684	684	THENCE, CONTINUING IN A SOUTHERLY DIRECTION ALONG THE EAST LINE OF
685	685	SAID 1770.0 ACRE TRACT, AND THE COMMON WEST LINE OF SAID 448.69 ACRE
686	686	TRACT, AND ALONG THE GENERAL CENTER OF SAID OLD SACRA'S FERRY ROAD
687	687	THE FOLLOWING COURSES AND DISTANCES:
688	688	SOUTH 02 DEGREES 15 MINUTES 26 SECONDS EAST, A DISTANCE OF
689	689	222.72 FEET TO A SPIKE FOR CORNER;
690	690	SOUTH 04 DEGREES 44 MINUTES 25 SECONDS EAST, A DISTANCE OF
691	691	199.34 FEET TO A SPIKE FOR CORNER;
692	692	SOUTH 07 DEGREES 32 MINUTES 46 SECONDS EAST, A DISTANCE OF
693	693	131.45 FEET TO A SPIKE FOUND FOR CORNER;
694	694	SOUTH 12 DEGREES 13 MINUTES 08 SECONDS EAST, A DISTANCE OF
695	695	240.64 FEET TO A SPIKE FOR CORNER;
696	696	SOUTH 05 DEGREES 42 MINUTES 27 SECONDS EAST, A DISTANCE OF
697	697	86.94 FEET TO A SPIKE FOR CORNER;
698	698	SOUTH 03 DEGREES 50 MINUTES 14 SECONDS EAST, A DISTANCE OF
699	699	177.24 FEET TO A SPIKE FOR CORNER;
700	700	SOUTH 04 DEGREES 18 MINUTES 01 SECONDS WEST, A DISTANCE OF
701	701	242.99 FEET TO A SPIKE FOR CORNER;
702	702	SOUTH 07 DEGREES 05 MINUTES 48 SECONDS WEST, A DISTANCE OF
703	703	84.63 FEET TO A SPIKE FOR CORNER;
704	704	SOUTH 12 DEGREES 31 MINUTES 18 SECONDS WEST, A DISTANCE OF
705	705	127.71 FEET TO A SPIKE FOR CORNER;
706	706	SOUTH 03 DEGREES 04 MINUTES 16 SECONDS WEST, A DISTANCE OF
707	707	128.91 FEET TO A SPIKE FOR CORNER;
708	708	SOUTH 01 DEGREES 15 MINUTES 50 SECONDS WEST, A DISTANCE OF
709	709	290.24 FEET TO A SPIKE FOR CORNER;
710	710	SOUTH 03 DEGREES 21 MINUTES 16 SECONDS EAST, A DISTANCE OF
711	711	326.18 FEET TO A SPIKE FOR CORNER;
712	712	SOUTH 04 DEGREES 51 MINUTES 39 SECONDS EAST, A DISTANCE OF
713	713	248.12 FEET TO A SPIKE FOR CORNER;
714	714	SOUTH 03 DEGREES 58 MINUTES 58 SECONDS WEST, A DISTANCE OF
715	715	144.52 FEET TO A SPIKE FOR CORNER;
716	716	SOUTH 11 DEGREES 00 MINUTES 49 SECONDS EAST, A DISTANCE OF
717	717	324.65 FEET TO A SPIKE FOR CORNER;
718	718	SOUTH 08 DEGREES 46 MINUTES 45 SECONDS EAST, A DISTANCE OF
719	719	90.24 FEET TO A SPIKE FOR CORNER;
720	720	SOUTH 02 DEGREES 56 MINUTES 11 SECONDS EAST, A DISTANCE OF
721	721	97.56 FEET TO A SPIKE FOR CORNER;
722	722	SOUTH 04 DEGREES 55 MINUTES 29 SECONDS WEST, A DISTANCE OF
723	723	137.84 FEET TO A SPIKE FOR CORNER;
724	724	SOUTH 06 DEGREES 55 MINUTES 43 SECONDS WEST, A DISTANCE OF
725	725	138.83 FEET TO A SPIKE FOR CORNER;
726	726	SOUTH 09 DEGREES 05 MINUTES 40 SECONDS WEST, A DISTANCE OF
727	727	206.88 FEET TO A SPIKE FOR CORNER;
728	728	SOUTH 05 DEGREES 14 MINUTES 20 SECONDS WEST, A DISTANCE OF
729	729	155.52 FEET TO A SPIKE FOR CORNER;
730	730	SOUTH 02 DEGREES 29 MINUTES 45 SECONDS WEST, A DISTANCE OF
731	731	167.32 FEET TO A SPIKE FOR CORNER;
732	732	SOUTH 00 DEGREES 19 MINUTES 08 SECONDS WEST, A DISTANCE OF
733	733	240.46 FEET TO A SPIKE FOR CORNER;
734	734	SOUTH 01 DEGREES 24 MINUTES 12 SECONDS EAST, A DISTANCE OF
735	735	290.22 FEET TO A SPIKE FOR THE SOUTHWEST CORNER OF SAID 447.09 ACRE
736	736	TRACT, SAID CORNER BEING THE NORTHWEST CORNER OF A CALLED 200.00
737	737	ACRE TRACT OF LAND DESCRIBED IN WARRANTY DEED WITH VENDOR'S LIEN TO
738	738	BILL LEDBETTER AND WIFE, PAT LEDBETTER AS RECORDED IN VOLUME 809,
739	739	PAGE 749 OF THE DEED RECORDS, COOKE COUNTY, TEXAS;
740	740	THENCE, CONTINUING IN A SOUTHERLY DIRECTION ALONG THE EAST LINE OF
741	741	SAID 1770.0 ACRE TRACT AND THE COMMON WEST LINE OF SAID 200.00 ACRE
742	742	TRACT, AND ALONG THE GENERAL CENTER OF SAID OLD SACRA'S FERRY ROAD
743	743	THE FOLLOWING COURSES AND DISTANCES:
744	744	SOUTH 00 DEGREES 17 MINUTES 53 SECONDS EAST, A DISTANCE OF
745	745	725.44 FEET TO A STEEL PIN FOR CORNER;
746	746	SOUTH 09 DEGREES 19 MINUTES 22 SECONDS EAST, A DISTANCE OF
747	747	593.67 FEET TO A STEEL PIN FOR CORNER;
748	748	SOUTH 00 DEGREES 22 MINUTES 34 SECONDS EAST, A DISTANCE OF
749	749	596.50 FEET TO A STEEL PIN FOR CORNER;
750	750	SOUTH 02 DEGREES 32 MINUTES 39 SECONDS WEST, A DISTANCE OF
751	751	556.73 FEET TO A STEEL PIN FOR CORNER;
752	752	SOUTH 06 DEGREES 05 MINUTES 36 SECONDS WEST, A DISTANCE OF
753	753	815.63 FEET TO A STEEL PIN FOR CORNER;
754	754	SOUTH 08 DEGREES 01 MINUTES 46 SECONDS WEST, A DISTANCE OF
755	755	444.15 FEET TO A STEEL PIN FOR CORNER;
756	756	SOUTH 06 DEGREES 34 MINUTES 02 SECONDS WEST, A DISTANCE OF
757	757	623.27 FEET TO A STEEL PIN FOR THE SOUTHWEST CORNER OF SAID 200.00
758	758	ACRE TRACT, SAID CORNER BEING THE MOST NORTHERLY NORTHWEST CORNER
759	759	OF SAID 270.81 ACRE TRACT;
760	760	THENCE, NORTH 89 DEGREES 54 MINUTES 31 SECONDS EAST, DEPARTING THE
761	761	GENERAL CENTER OF SAID OLD SACRA'S FERRY ROAD, AND ALONG THE NORTH
762	762	LINE OF SAID 270.81 ACRE TRACT, A DISTANCE OF 2,030.07 FEET TO AN
763	763	IRON ROD WITH CAP FOR THE NORTHWEST CORNER OF A CALLED 48.607 ACRE
764	764	TRACT OF LAND DESCRIBED IN SPECIAL WARRANTY DEED WITH VENDOR'S LIEN
765	765	TO BENJAMIN S. BALDUS AND CAMERON A. BALDUS AS RECORDED IN VOLUME
766	766	2375, PAGE 833 OF THE DEED RECORDS, COOKE COUNTY, TEXAS;
767	767	THENCE, DEPARTING THE NORTH LINE OF SAID 270.81 ACRE TRACT, AND
768	768	ALONG THE WEST LINE OF SAID 48.607 ACRE TRACT THE FOLLOWING COURSES
769	769	AND DISTANCES:
770	770	SOUTH 00 DEGREES 01 MINUTES 03 SECONDS EAST, A DISTANCE OF
771	771	628.01 FEET TO AN IRON ROD WITH CAP FOR CORNER;
772	772	SOUTH 21 DEGREES 51 MINUTES 38 SECONDS EAST, A DISTANCE OF
773	773	529.73 FEET TO AN IRON ROD WITH CAP FOR CORNER;
774	774	SOUTH 05 DEGREES 00 MINUTES 28 SECONDS WEST, A DISTANCE OF
775	775	307.47 FEET TO AN IRON ROD WITH CAP FOR CORNER IN ROADWAY UNDER
776	776	APPARENT PUBLIC USE POSTED AS COUNTY ROAD 135;
777	777	SOUTH 10 DEGREES 28 MINUTES 29 SECONDS WEST, A DISTANCE OF
778	778	954.33 FEET TO A METAL FENCE CORNER POST FOR CORNER;
779	779	THENCE, MEANDERING ALONG THE WEST BANK OF PECAN CREEK THE FOLLOWING
780	780	COURSES AND DISTANCES:
781	781	SOUTH 07 DEGREES 58 MINUTES 17 SECONDS EAST, A DISTANCE OF
782	782	66.20 FEET TO A POINT FOR CORNER;
783	783	NORTH 11 DEGREES 13 MINUTES 40 SECONDS EAST, A DISTANCE OF
784	784	14.23 FEET TO A POINT FOR CORNER;
785	785	NORTH 37 DEGREES 06 MINUTES 09 SECONDS EAST, A DISTANCE OF
786	786	25.15 FEET TO A POINT FOR CORNER;
787	787	NORTH 54 DEGREES 44 MINUTES 02 SECONDS EAST, A DISTANCE OF
788	788	16.90 FEET TO A POINT FOR CORNER;
789	789	SOUTH 68 DEGREES 13 MINUTES 25 SECONDS EAST, A DISTANCE OF
790	790	64.96 FEET TO A POINT FOR CORNER;
791	791	SOUTH 57 DEGREES 18 MINUTES 47 SECONDS EAST, A DISTANCE OF
792	792	59.76 FEET TO A POINT FOR CORNER;
793	793	SOUTH 84 DEGREES 29 MINUTES 18 SECONDS EAST, A DISTANCE OF
794	794	20.78 FEET TO A POINT FOR CORNER;
795	795	NORTH 15 DEGREES 56 MINUTES 34 SECONDS EAST, A DISTANCE OF
796	796	8.05 FEET TO A POINT FOR CORNER;
797	797	NORTH 61 DEGREES 08 MINUTES 10 SECONDS EAST, A DISTANCE OF
798	798	17.60 FEET TO A POINT FOR CORNER;
799	799	NORTH 85 DEGREES 41 MINUTES 50 SECONDS EAST, A DISTANCE OF
800	800	33.57 FEET TO A POINT FOR CORNER;
801	801	SOUTH 67 DEGREES 22 MINUTES 36 SECONDS EAST, A DISTANCE OF
802	802	26.88 FEET TO A POINT FOR CORNER;
803	803	SOUTH 41 DEGREES 45 MINUTES 03 SECONDS EAST, A DISTANCE OF
804	804	13.01 FEET TO A POINT FOR CORNER;
805	805	SOUTH 21 DEGREES 26 MINUTES 25 SECONDS EAST, A DISTANCE OF
806	806	10.87 FEET TO A POINT FOR CORNER;
807	807	SOUTH 71 DEGREES 34 MINUTES 21 SECONDS EAST, A DISTANCE OF
808	808	32.81 FEET TO A POINT FOR CORNER;
809	809	NORTH 62 DEGREES 49 MINUTES 43 SECONDS EAST, A DISTANCE OF
810	810	28.07 FEET TO A POINT FOR CORNER;
811	811	NORTH 73 DEGREES 51 MINUTES 13 SECONDS EAST, A DISTANCE OF
812	812	97.06 FEET TO A POINT FOR CORNER;
813	813	NORTH 67 DEGREES 02 MINUTES 30 SECONDS EAST, A DISTANCE OF
814	814	37.63 FEET TO A POINT FOR CORNER;
815	815	NORTH 44 DEGREES 54 MINUTES 31 SECONDS EAST, A DISTANCE OF
816	816	14.68 FEET TO A POINT FOR CORNER;
817	817	NORTH 57 DEGREES 23 MINUTES 01 SECONDS EAST, A DISTANCE OF
818	818	16.55 FEET TO A POINT FOR CORNER;
819	819	NORTH 88 DEGREES 42 MINUTES 42 SECONDS EAST, A DISTANCE OF
820	820	12.88 FEET TO A POINT FOR CORNER;
821	821	SOUTH 70 DEGREES 31 MINUTES 00 SECONDS EAST, A DISTANCE OF
822	822	19.39 FEET TO A POINT FOR CORNER;
823	823	SOUTH 49 DEGREES 36 MINUTES 11 SECONDS EAST, A DISTANCE OF
824	824	9.14 FEET TO A POINT FOR CORNER;
825	825	SOUTH 25 DEGREES 34 MINUTES 13 SECONDS EAST, A DISTANCE OF
826	826	29.83 FEET TO A POINT FOR CORNER;
827	827	SOUTH 65 DEGREES 08 MINUTES 31 SECONDS EAST, A DISTANCE OF
828	828	22.48 FEET TO A POINT FOR CORNER;
829	829	NORTH 25 DEGREES 02 MINUTES 50 SECONDS EAST, A DISTANCE OF
830	830	39.65 FEET TO A POINT FOR CORNER;
831	831	NORTH 02 DEGREES 35 MINUTES 36 SECONDS WEST, A DISTANCE OF
832	832	24.01 FEET TO A POINT FOR CORNER;
833	833	NORTH 64 DEGREES 55 MINUTES 42 SECONDS EAST, A DISTANCE OF
834	834	52.85 FEET TO A POINT FOR CORNER;
835	835	NORTH 76 DEGREES 22 MINUTES 32 SECONDS EAST, A DISTANCE OF
836	836	56.52 FEET TO A POINT FOR CORNER;
837	837	NORTH 43 DEGREES 16 MINUTES 29 SECONDS EAST, A DISTANCE OF
838	838	18.05 FEET TO A POINT FOR CORNER;
839	839	NORTH 69 DEGREES 46 MINUTES 11 SECONDS EAST, A DISTANCE OF
840	840	15.44 FEET TO A POINT FOR CORNER;
841	841	NORTH 78 DEGREES 06 MINUTES 52 SECONDS EAST, A DISTANCE OF
842	842	16.89 FEET TO A POINT FOR CORNER;
843	843	SOUTH 47 DEGREES 35 MINUTES 21 SECONDS EAST, A DISTANCE OF
844	844	1.91 FEET TO A POINT FOR CORNER;
845	845	SOUTH 31 DEGREES 01 MINUTES 48 SECONDS EAST, A DISTANCE OF
846	846	79.98 FEET TO A POINT FOR CORNER;
847	847	SOUTH 67 DEGREES 05 MINUTES 32 SECONDS EAST, A DISTANCE OF
848	848	32.70 FEET TO A POINT FOR CORNER;
849	849	NORTH 03 DEGREES 04 MINUTES 04 SECONDS EAST, A DISTANCE OF
850	850	10.79 FEET TO A POINT FOR CORNER;
851	851	NORTH 10 DEGREES 59 MINUTES 38 SECONDS EAST, A DISTANCE OF
852	852	5.70 FEET TO A POINT FOR CORNER;
853	853	NORTH 76 DEGREES 32 MINUTES 48 SECONDS EAST, A DISTANCE OF
854	854	59.71 FEET TO A POINT FOR CORNER;
855	855	SOUTH 65 DEGREES 45 MINUTES 43 SECONDS EAST, A DISTANCE OF
856	856	22.11 FEET TO A POINT FOR CORNER;
857	857	SOUTH 43 DEGREES 21 MINUTES 52 SECONDS EAST, A DISTANCE OF
858	858	25.37 FEET TO A POINT FOR CORNER;
859	859	NORTH 45 DEGREES 22 MINUTES 35 SECONDS EAST, A DISTANCE OF
860	860	12.21 FEET TO A POINT FOR CORNER;
861	861	NORTH 04 DEGREES 40 MINUTES 43 SECONDS WEST, A DISTANCE OF
862	862	10.33 FEET TO A POINT FOR CORNER;
863	863	NORTH 23 DEGREES 41 MINUTES 30 SECONDS EAST, A DISTANCE OF
864	864	12.35 FEET TO A POINT FOR CORNER;
865	865	NORTH 62 DEGREES 53 MINUTES 43 SECONDS EAST, A DISTANCE OF
866	866	33.59 FEET TO A POINT FOR CORNER;
867	867	NORTH 40 DEGREES 25 MINUTES 00 SECONDS EAST, A DISTANCE OF
868	868	13.70 FEET TO A POINT FOR CORNER;
869	869	NORTH 16 DEGREES 27 MINUTES 01 SECONDS EAST, A DISTANCE OF
870	870	8.92 FEET TO A POINT FOR CORNER;
871	871	NORTH 00 DEGREES 39 MINUTES 31 SECONDS EAST, A DISTANCE OF
872	872	27.82 FEET TO A POINT FOR CORNER;
873	873	NORTH 45 DEGREES 27 MINUTES 54 SECONDS EAST, A DISTANCE OF
874	874	33.12 FEET TO A POINT FOR CORNER;
875	875	NORTH 59 DEGREES 43 MINUTES 22 SECONDS EAST, A DISTANCE OF
876	876	24.03 FEET TO A 3/8-INCH IRON ROD FOR THE SOUTHEAST CORNER OF SAID
877	877	48.607 ACRE TRACT, SAID CORNER BEING A REENTRANT CORNER OF SAID
878	878	813.753 ACRE TRACT;
879	879	THENCE, NORTH 00 DEGREES 24 MINUTES 11 SECONDS WEST, ALONG THE EAST
880	880	LINE OF SAID 48.607 ACRE TRACT, SAME BEING THE COMMON MOST NORTHERLY
881	881	WEST LINE OF SAID 813.753 ACRE TRACT, A DISTANCE OF 1,727.48 FEET TO
882	882	A 60D NAIL FOR THE MOST NORTHERLY NORTHWEST CORNER OF SAID 813.753
883	883	ACRE TRACT; SAID CORNER BEING AT THE APPROXIMATE INTERSECTION OF
884	884	SAID COUNTY ROAD 135 AND COUNTY ROAD 185 (ALSO KNOWN AS RIVER BLUFF
885	885	LANE);
886	886	THENCE, NORTH 87 DEGREES 31 MINUTES 07 SECONDS EAST, DEPARTING THE
887	887	EAST LINE OF SAID 48.607, AND ALONG THE MOST NORTHERLY NORTH LINE OF
888	888	SAID 813.753 ACRE TRACT, SAME BEING GENERALLY ALONG SAID COUNTY
889	889	ROAD 135, A DISTANCE OF 2,111.06 FEET TO A 1/2-INCH ROD FOR THE MOST
890	890	NORTHERLY NORTHEAST CORNER OF SAID 813.753 ACRE TRACT, SAID CORNER
891	891	BEING AT THE APPROXIMATE INTERSECTION OF SAID COUNTY ROAD 135 AND
892	892	COUNTY ROAD 133;
893	893	THENCE, SOUTH 00 DEGREES 31 MINUTES 09 SECONDS EAST, ALONG THE MOST
894	894	NORTHERLY EAST LINE OF SAID 813.753 ACRE TRACT, SAME BEING
895	895	GENERALLY ALONG SAID COUNTY ROAD 133, A DISTANCE OF 1,548.33 FEET TO
896	896	A 60D NAIL FOR THE NORTHWEST CORNER OF SAID 82.092 ACRE TRACT;
897	897	THENCE, NORTH 88 DEGREES 08 MINUTES 17 SECONDS EAST, DEPARTING SAID
898	898	EAST LINE, AND ALONG THE NORTH LINE OF SAID 82.092 ACRE TRACT, A
899	899	DISTANCE OF 2,251.17 FEET TO A 1/2-INCH IRON ROD WITH CAP FOR THE
900	900	NORTHEAST CORNER OF SAID 82.092 ACRE TRACT;
901	901	THENCE, SOUTH 00 DEGREES 30 MINUTES 37 SECONDS EAST, ALONG THE EAST
902	902	LINE OF SAID 82.092 ACRE TRACT, A DISTANCE OF 1,584.17 FEET TO A
903	903	1/2-INCH IRON ROD FOR THE SOUTHEAST CORNER OF SAID 82.092 ACRE
904	904	TRACT;
905	905	THENCE, SOUTH 87 DEGREES 54 MINUTES 12 SECONDS WEST, ALONG THE SOUTH
906	906	LINE OF SAID 82.092 ACRE TRACT, A DISTANCE OF 1,911.28 FEET TO A
907	907	1/2-INCH IRON ROD WITH CAP FOR CORNER ON SAID SOUTH LINE, SAID
908	908	CORNER BEING THE MOST EASTERLY NORTHEAST CORNER OF SAID 813.753
909	909	ACRE TRACT, AND SAID CORNER BEING AT A BEND IN SAID COUNTY ROAD 133;
910	910	THENCE, SOUTH 00 DEGREES 15 MINUTES 06 SECONDS EAST, DEPARTING SAID
911	911	SOUTH LINE, AND ALONG THE MOST SOUTHERLY EAST LINE OF SAID 813.753
912	912	ACRE TRACT, SAME BEING GENERALLY ALONG SAID COUNTY ROAD 133, A
913	913	DISTANCE OF 2,909.18 FEET TO A 1/2-INCH IRON ROD FOR CORNER;
914	914	THENCE, SOUTH 00 DEGREES 16 MINUTES 38 SECONDS EAST, CONTINUING
915	915	ALONG SAID EAST LANE, AND GENERALLY ALONG SAID COUNTY ROAD 133, A
916	916	DISTANCE OF 1,712.90 FEET TO A 1/2-INCH IRON ROD FOR THE SOUTHEAST
917	917	CORNER OF SAID 813.753 ACRE TRACT, SAID CORNER BEING AT A BEND IN
918	918	SAID COUNTY ROAD;
919	919	THENCE, SOUTH 89 DEGREES 52 MINUTES 41 SECONDS WEST, ALONG THE MOST
920	920	SOUTHERLY SOUTH LINE OF SAID 813.753 ACRE TRACT, SAME BEING
921	921	GENERALLY ALONG SAID COUNTY ROAD 133, A DISTANCE OF 345.47 FEET TO A
922	922	1/2-INCH IRON ROD WITH CAP FOR THE MOST SOUTHERLY SOUTHWEST CORNER
923	923	OF SAID 813.753 ACRE TRACT, SAID CORNER BEING NEAR A BEND IN SAID
924	924	COUNTY ROAD 133, AND SAID CORNER BEING ON THE MOST EASTERLY EAST
925	925	LINE OF SAID 733.184 ACRE TRACT;
926	926	THENCE, SOUTH 01 DEGREES 02 MINUTES 17 SECONDS EAST, ALONG THE EAST
927	927	LINE OF SAID 733.184 ACRE TRACT, A DISTANCE OF 2,534.99 FEET TO A
928	928	1/2-INCH IRON ROD WITH CAP FOR THE MOST EASTERLY SOUTHEAST CORNER OF
929	929	SAID 733.184 ACRE TRACT;
930	930	THENCE, SOUTH 88 DEGREES 37 MINUTES 59 SECONDS WEST, ALONG THE MOST
931	931	EASTERLY SOUTH LINE OF SAID 733.184 ACRE TRACT, A DISTANCE OF 282.37
932	932	FEET TO A 1/2-INCH IRON ROD FOR A REENTRANT CORNER OF SAID 733.184
933	933	ACRE TRACT, SAID CORNER BEING NEAR A BEND IN SAID COUNTY ROAD 133;
934	934	THENCE, SOUTH 00 DEGREES 50 MINUTES 03 SECONDS EAST, ALONG AN EAST
935	935	LINE OF SAID 733.184 ACRE TRACT, SAME BEING GENERALLY ALONG SAID
936	936	COUNTY ROAD 133, A DISTANCE OF 1,305.95 FEET TO A 1/2-INCH IRON ROD
937	937	FOR CORNER ON SAID EAST LINE;
938	938	THENCE, SOUTH 00 DEGREES 41 MINUTES 13 SECONDS EAST, CONTINUING
939	939	ALONG SAID EAST LINE, AND GENERALLY ALONG SAID COUNTY ROAD 133, A
940	940	DISTANCE OF 169.79 FEET TO A 60D NAIL FOR A SOUTHEAST CORNER OF SAID
941	941	733.184 ACRE TRACT;
942	942	THENCE, SOUTH 89 DEGREES 18 MINUTES 47 SECONDS WEST, ALONG A SOUTH
943	943	LINE OF SAID 733.184 ACRE TRACT, A DISTANCE OF 2,905.61 FEET TO A
944	944	1/2-INCH IRON ROD WITH CAP FOR A REENTRANT CORNER OF SAID 733.184
945	945	ACRE TRACT;
946	946	THENCE, SOUTH 00 DEGREES 41 MINUTES 13 SECONDS EAST, ALONG THE MOST
947	947	SOUTHERLY EAST LINE OF SAID 733.184 ACRE TRACT, A DISTANCE OF
948	948	2,662.44 FEET TO A 1/2-INCH IRON ROD WITH CAP FOR THE MOST SOUTHERLY
949	949	SOUTHEAST CORNER OF SAID 733.184 ACRE TRACT;
950	950	THENCE, SOUTH 88 DEGREES 49 MINUTES 37 SECONDS WEST, ALONG THE MOST
951	951	SOUTHERLY SOUTH LINE OF SAID 733.184 ACRE TRACT, A DISTANCE OF
952	952	2,271.63 FEET TO A PK NAIL FOR THE SOUTHWEST CORNER OF SAID 733.184
953	953	ACRE TRACT, SAID CORNER IN AFORESAID COUNTY ROAD 135;
954	954	THENCE, ALONG THE WEST LINE OF SAID 733.184 ACRE TRACT, AND
955	955	GENERALLY ALONG SAID COUNTY ROAD 135 THE FOLLOWING COURSES AND
956	956	DISTANCES:
957	957	NORTH 05 DEGREES 38 MINUTES 08 SECONDS EAST, A DISTANCE OF
958	958	553.73 FEET TO A 60D NAIL FOR CORNER;
959	959	NORTH 05 DEGREES 33 MINUTES 04 SECONDS WEST, A DISTANCE OF
960	960	128.54 FEET TO A 60D NAIL FOR CORNER;
961	961	NORTH 25 DEGREES 33 MINUTES 43 SECONDS WEST, A DISTANCE OF
962	962	130.65 FEET TO A 60D NAIL FOR CORNER;
963	963	NORTH 52 DEGREES 20 MINUTES 37 SECONDS WEST, A DISTANCE OF
964	964	403.26 FEET TO A 60D NAIL FOR CORNER, SAID CORNER BEING THE MOST
965	965	EASTERLY NORTHEAST CORNER OF SAID 80.869 ACRE TRACT;
966	966	THENCE, SOUTH 01 DEGREES 23 MINUTES 53 SECONDS WEST, DEPARTING SAID
967	967	WEST LINE, AND ALONG THE EAST LINE OF SAID 80.869 ACRE TRACT, A
968	968	DISTANCE OF 371.92 FEET TO AN IRON ROD WITH CAP FOR THE SOUTHEAST
969	969	CORNER OF SAID 80.869 ACRE TRACT;
970	970	THENCE, ALONG THE SOUTH LINE OF SAID 80.869 ACRE TRACT THE FOLLOWING
971	971	COURSES AND DISTANCES:
972	972	SOUTH 78 DEGREES 16 MINUTES 54 SECONDS WEST, A DISTANCE OF
973	973	244.94 FEET TO AN IRON ROD WITH CAP FOR CORNER;
974	974	SOUTH 62 DEGREES 28 MINUTES 37 SECONDS WEST, A DISTANCE OF
975	975	257.85 FEET TO AN IRON ROD WITH CAP FOR CORNER;
976	976	SOUTH 28 DEGREES 06 MINUTES 03 SECONDS WEST, A DISTANCE OF
977	977	101.19 FEET TO AN IRON ROD WITH CAP FOR CORNER;
978	978	SOUTH 66 DEGREES 34 MINUTES 48 SECONDS WEST, A DISTANCE OF
979	979	375.19 FEET TO AN IRON ROD WITH CAP FOR THE MOST SOUTHERLY SOUTHWEST
980	980	CORNER OF SAID 80.869 ACRE TRACT, SAID CORNER BEING ON THE EAST LINE
981	981	OF SAID TRACT 2, 26.229 ACRE TRACT;
982	982	THENCE, SOUTH 00 DEGREES 00 MINUTES 22 SECONDS EAST, ALONG THE EAST
983	983	LINE OF SAID 26.229 ACRE TRACT, A DISTANCE OF 280.77 FEET TO A
984	984	1/2-INCH IRON ROD FOR THE SOUTHEAST OF SAID 26.229 ACRE TRACT;
985	985	THENCE, SOUTH 89 DEGREES 12 MINUTES 37 SECONDS WEST, ALONG THE SOUTH
986	986	LINE OF SAID 26.229 ACRE TRACT, A DISTANCE OF 426.78 FEET TO A
987	987	1/2-INCH IRON ROD WITH CAP FOR THE SOUTHWEST CORNER OF SAID 26.229
988	988	ACRE TRACT, SAID CORNER BEING ON THE NORTHEAST RIGHT-OF-WAY LINE OF
989	989	FARM-TO-MARKET ROAD 372;
990	990	THENCE, ALONG THE NORTHEAST LINE OF SAID FARM-TO-MARKET ROAD 372
991	991	THE FOLLOWING COURSES AND DISTANCES:
992	992	NORTH 31 DEGREES 02 MINUTES 34 SECONDS WEST, A DISTANCE OF
993	993	1,472.18 FEET TO A 1/2-INCH IRON ROD WITH CAP FOR CORNER;
994	994	NORTH 58 DEGREES 57 MINUTES 26 SECONDS EAST, A DISTANCE OF
995	995	25.00 FEET TO A CONCRETE MONUMENT FOR CORNER;
996	996	NORTH 31 DEGREES 02 MINUTES 34 SECONDS WEST, A DISTANCE OF
997	997	1,645.05 FEET TO AN IRON ROD WITH CAP FOR CORNER ON SAID
998	998	RIGHT-OF-WAY LINE, SAID CORNER BEING THE NORTHWEST CORNER OF
999	999	AFORESAID 89.869 ACRE TRACT;
1000	1000	THENCE, SOUTH 89 DEGREES 32 MINUTES 00 SECONDS EAST, ALONG THE NORTH
1001	1001	LINE OF SAID 80.869 ACRE TRACT, A DISTANCE OF 1,029.38 FEET TO A
1002	1002	METAL FENCE CORNER POST FOR CORNER ON SAID NORTH LINE;
1003	1003	THENCE, NORTH 89 DEGREES 12 MINUTES 17 SECONDS EAST, CONTINUING
1004	1004	ALONG SAID NORTH LINE, A DISTANCE OF 1,520.63 FEET TO A 3/8-INCH
1005	1005	IRON ROD FOR THE NORTHEAST CORNER OF SAID 80.869 ACRE TRACT, SAID
1006	1006	CORNER BEING ON THE WEST LINE OF AFORESAID 733.184 ACRE TRACT, AND
1007	1007	IN THE APPROXIMATE CENTER OF AFORESAID COUNTY ROAD 135;
1008	1008	THENCE, NORTH 00 DEGREES 37 MINUTES 53 SECONDS WEST, ALONG SAID WEST
1009	1009	LINE, SAME BEING GENERALLY ALONG SAID COUNTY ROAD 135, A DISTANCE OF
1010	1010	2,589.57 FEET TO A 60D NAIL FOR CORNER ON SAID WEST LINE;
1011	1011	THENCE, NORTH 00 DEGREES 43 MINUTES 03 SECONDS WEST, CONTINUING
1012	1012	ALONG SAID WEST LINE, AND GENERALLY ALONG SAID COUNTY ROAD 135,
1013	1013	PASSING AT A DISTANCE OF 1,585.94 FEET A 60D NAIL FOR THE NORTHWEST
1014	1014	CORNER OF SAID 733.184 ACRE TRACT, SAID CORNER BEING THE MOST
1015	1015	SOUTHERLY SOUTHWEST CORNER OF AFORESAID 813.753 ACRE TRACT, AND
1016	1016	CONTINUING ALONG THE MOST SOUTHERLY WEST LINE OF SAID 813.753 ACRE
1017	1017	TRACT, SAME BEING GENERALLY ALONG SAID COUNTY ROAD 135, IN ALL A
1018	1018	TOTAL DISTANCE OF 1,931.46 FEET TO A 1/2-INCH IRON ROD FOR CORNER ON
1019	1019	SAID WEST LINE;
1020	1020	THENCE, NORTH 00 DEGREES 42 MINUTES 54 SECONDS WEST, CONTINUING
1021	1021	ALONG SAID WEST LINE, SAME BEING GENERALLY ALONG SAID COUNTY ROAD
1022	1022	135, A DISTANCE OF 1,831.09 FEET TO A 60D NAIL FOR THE MOST WESTERLY
1023	1023	NORTHWEST CORNER OF SAID 813.753 ACRE TRACT, SAID CORNER BEING AT
1024	1024	THE APPROXIMATE INTERSECTION OF COUNTY ROAD 135 AND COUNTY ROAD
1025	1025	161;
1026	1026	THENCE, SOUTH 88 DEGREES 28 MINUTES 53 SECONDS EAST, DEPARTING SAID
1027	1027	COUNTY ROAD 135, AND ALONG THE MOST WESTERLY NORTH LINE OF SAID
1028	1028	813.753 ACRE TRACT, A DISTANCE OF 1,151.76 FEET TO A 1/2-INCH IRON
1029	1029	ROD WITH CAP FOR A REENTRANT CORNER OF SAID 813.753 ACRE TRACT;
1030	1030	THENCE, NORTH 00 DEGREES 47 MINUTES 01 SECONDS WEST, ALONG A WEST
1031	1031	LINE OF SAID 813.753 ACRE TRACT, A DISTANCE OF 1,400.00 FEET TO A
1032	1032	1/2-INCH IRON ROD WITH CAP FOR A REENTRANT CORNER OF SAID 813.753
1033	1033	ACRE TRACT;
1034	1034	THENCE, NORTH 88 DEGREES 28 MINUTES 53 SECONDS WEST, ALONG A SOUTH
1035	1035	LINE OF SAID 813.753 ACRE TRACT, A DISTANCE OF 393.80 FEET TO A
1036	1036	POINT ON THE WEST BANK OF AFORESAID PECAN CREEK;
1037	1037	THENCE, MEANDERING ALONG THE WEST BANK OF SAID PECAN CREEK THE
1038	1038	FOLLOWING COURSES AND DISTANCES:
1039	1039	NORTH 33 DEGREES 26 MINUTES 02 SECONDS EAST, A DISTANCE OF
1040	1040	14.68 FEET TO A POINT FOR CORNER;
1041	1041	NORTH 35 DEGREES 41 MINUTES 26 SECONDS WEST, A DISTANCE OF
1042	1042	46.40 FEET TO A POINT FOR CORNER;
1043	1043	NORTH 19 DEGREES 47 MINUTES 54 SECONDS WEST, A DISTANCE OF
1044	1044	27.86 FEET TO A POINT FOR CORNER;
1045	1045	NORTH 16 DEGREES 07 MINUTES 41 SECONDS EAST, A DISTANCE OF
1046	1046	17.42 FEET TO A POINT FOR CORNER;
1047	1047	NORTH 40 DEGREES 14 MINUTES 01 SECONDS EAST, A DISTANCE OF
1048	1048	65.12 FEET TO A POINT FOR CORNER;
1049	1049	NORTH 25 DEGREES 27 MINUTES 37 SECONDS EAST, A DISTANCE OF
1050	1050	30.29 FEET TO A POINT FOR CORNER;
1051	1051	SOUTH 84 DEGREES 06 MINUTES 01 SECONDS WEST, A DISTANCE OF
1052	1052	39.15 FEET TO A POINT FOR CORNER;
1053	1053	NORTH 85 DEGREES 37 MINUTES 22 SECONDS WEST, A DISTANCE OF
1054	1054	26.45 FEET TO A POINT FOR CORNER IN FENCE;
1055	1055	NORTH 73 DEGREES 27 MINUTES 11 SECONDS WEST, A DISTANCE OF
1056	1056	9.44 FEET TO A POINT FOR CORNER;
1057	1057	NORTH 52 DEGREES 03 MINUTES 28 SECONDS WEST, A DISTANCE OF
1058	1058	18.62 FEET TO A POINT FOR CORNER;
1059	1059	NORTH 37 DEGREES 08 MINUTES 33 SECONDS WEST, A DISTANCE OF
1060	1060	10.04 FEET TO A X-TIE FOUND FOR CORNER;
1061	1061	NORTH 08 DEGREES 05 MINUTES 34 SECONDS EAST, A DISTANCE OF
1062	1062	51.56 FEET TO A PECAN TREE FOR CORNER;
1063	1063	NORTH 22 DEGREES 41 MINUTES 14 SECONDS EAST, A DISTANCE OF
1064	1064	131.06 FEET TO A POINT FOR CORNER IN FENCE;
1065	1065	NORTH 63 DEGREES 23 MINUTES 06 SECONDS EAST, A DISTANCE OF
1066	1066	25.92 FEET TO A POINT FOR CORNER;
1067	1067	SOUTH 86 DEGREES 27 MINUTES 41 SECONDS EAST, A DISTANCE OF
1068	1068	23.94 FEET TO A POINT FOR CORNER;
1069	1069	NORTH 54 DEGREES 29 MINUTES 56 SECONDS EAST, A DISTANCE OF
1070	1070	11.66 FEET TO A POINT FOR CORNER;
1071	1071	NORTH 29 DEGREES 56 MINUTES 19 SECONDS WEST, A DISTANCE OF
1072	1072	18.63 FEET TO A POINT FOR CORNER;
1073	1073	NORTH 52 DEGREES 03 MINUTES 25 SECONDS WEST, A DISTANCE OF
1074	1074	21.48 FEET TO A POINT FOR CORNER;
1075	1075	NORTH 36 DEGREES 37 MINUTES 46 SECONDS WEST, A DISTANCE OF
1076	1076	14.18 FEET TO A TO A 10-INCH TREE;
1077	1077	NORTH 05 DEGREES 58 MINUTES 49 SECONDS WEST, A DISTANCE OF
1078	1078	28.34 FEET TO A POINT FOR CORNER;
1079	1079	NORTH 01 DEGREES 03 MINUTES 45 SECONDS WEST, A DISTANCE OF
1080	1080	26.52 FEET TO A POINT FOR CORNER IN FENCE;
1081	1081	NORTH 18 DEGREES 40 MINUTES 14 SECONDS EAST, A DISTANCE OF
1082	1082	24.09 FEET TO A POINT FOR CORNER;
1083	1083	NORTH 59 DEGREES 17 MINUTES 51 SECONDS EAST, A DISTANCE OF
1084	1084	19.10 FEET TO A POINT FOR CORNER;
1085	1085	NORTH 83 DEGREES 59 MINUTES 51 SECONDS EAST, A DISTANCE OF
1086	1086	14.13 FEET TO A POINT FOR CORNER;
1087	1087	SOUTH 68 DEGREES 23 MINUTES 03 SECONDS EAST, A DISTANCE OF
1088	1088	15.96 FEET TO A POINT FOR CORNER;
1089	1089	SOUTH 37 DEGREES 24 MINUTES 05 SECONDS EAST, A DISTANCE OF
1090	1090	24.71 FEET TO A POINT FOR CORNER;
1091	1091	SOUTH 87 DEGREES 45 MINUTES 49 SECONDS EAST, A DISTANCE OF
1092	1092	20.65 FEET TO A POINT FOR CORNER;
1093	1093	NORTH 12 DEGREES 40 MINUTES 29 SECONDS WEST, A DISTANCE OF
1094	1094	33.11 FEET TO A POINT FOR CORNER;
1095	1095	NORTH 11 DEGREES 47 MINUTES 07 SECONDS EAST, A DISTANCE OF
1096	1096	33.17 FEET TO A POINT FOR CORNER IN FENCE;
1097	1097	NORTH 61 DEGREES 08 MINUTES 34 SECONDS EAST, A DISTANCE OF
1098	1098	32.01 FEET TO A POINT FOR CORNER;
1099	1099	NORTH 78 DEGREES 15 MINUTES 43 SECONDS EAST, A DISTANCE OF
1100	1100	17.17 FEET TO A POINT FOR CORNER;
1101	1101	NORTH 08 DEGREES 46 MINUTES 29 SECONDS WEST, A DISTANCE OF
1102	1102	23.25 FEET TO A POINT FOR CORNER;
1103	1103	NORTH 39 DEGREES 24 MINUTES 30 SECONDS WEST, A DISTANCE OF
1104	1104	23.36 FEET TO A POINT FOR CORNER;
1105	1105	NORTH 38 DEGREES 28 MINUTES 25 SECONDS WEST, A DISTANCE OF
1106	1106	31.23 FEET TO A POINT FOR CORNER;
1107	1107	NORTH 11 DEGREES 44 MINUTES 18 SECONDS WEST, A DISTANCE OF
1108	1108	37.05 FEET TO A POINT FOR CORNER;
1109	1109	NORTH 31 DEGREES 52 MINUTES 54 SECONDS EAST, A DISTANCE OF
1110	1110	42.25 FEET TO A POINT FOR CORNER;
1111	1111	NORTH 42 DEGREES 41 MINUTES 20 SECONDS EAST, A DISTANCE OF
1112	1112	42.61 FEET TO A POINT FOR CORNER;
1113	1113	NORTH 30 DEGREES 22 MINUTES 06 SECONDS WEST, A DISTANCE OF
1114	1114	48.99 FEET TO A POINT FOR CORNER IN FENCE;
1115	1115	NORTH 42 DEGREES 28 MINUTES 37 SECONDS WEST, A DISTANCE OF
1116	1116	11.65 FEET TO A POINT FOR CORNER;
1117	1117	NORTH 04 DEGREES 06 MINUTES 08 SECONDS EAST, A DISTANCE OF
1118	1118	35.39 FEET TO A POINT FOR CORNER;
1119	1119	NORTH 57 DEGREES 36 MINUTES 01 SECONDS EAST, A DISTANCE OF
1120	1120	3.92 FEET TO A POINT FOR CORNER IN FENCE;
1121	1121	NORTH 57 DEGREES 33 MINUTES 24 SECONDS EAST, A DISTANCE OF
1122	1122	41.16 FEET TO A POINT FOR CORNER;
1123	1123	SOUTH 50 DEGREES 40 MINUTES 01 SECONDS EAST, A DISTANCE OF
1124	1124	9.25 FEET TO A POINT FOR CORNER;
1125	1125	NORTH 83 DEGREES 06 MINUTES 14 SECONDS EAST, A DISTANCE OF
1126	1126	34.91 FEET TO A POINT FOR CORNER;
1127	1127	NORTH 20 DEGREES 30 MINUTES 18 SECONDS WEST, A DISTANCE OF
1128	1128	14.84 FEET TO A POINT FOR CORNER;
1129	1129	NORTH 46 DEGREES 25 MINUTES 13 SECONDS WEST, A DISTANCE OF
1130	1130	21.69 FEET TO A POINT FOR CORNER;
1131	1131	NORTH 06 DEGREES 33 MINUTES 02 SECONDS WEST, A DISTANCE OF
1132	1132	26.20 FEET TO A POINT FOR CORNER;
1133	1133	NORTH 03 DEGREES 37 MINUTES 52 SECONDS EAST, A DISTANCE OF
1134	1134	30.37 FEET TO A POINT FOR CORNER;
1135	1135	NORTH 21 DEGREES 38 MINUTES 37 SECONDS EAST, A DISTANCE OF
1136	1136	86.09 FEET TO A POINT FOR CORNER;
1137	1137	NORTH 68 DEGREES 34 MINUTES 10 SECONDS EAST, A DISTANCE OF
1138	1138	20.81 FEET TO A POINT FOR CORNER;
1139	1139	SOUTH 89 DEGREES 32 MINUTES 09 SECONDS EAST, A DISTANCE OF
1140	1140	59.76 FEET TO A POINT FOR CORNER;
1141	1141	SOUTH 27 DEGREES 06 MINUTES 35 SECONDS EAST, A DISTANCE OF
1142	1142	48.79 FEET TO A POINT FOR CORNER;
1143	1143	SOUTH 03 DEGREES 00 MINUTES 20 SECONDS EAST, A DISTANCE OF
1144	1144	99.72 FEET TO A POINT FOR CORNER;
1145	1145	SOUTH 83 DEGREES 08 MINUTES 04 SECONDS EAST, A DISTANCE OF
1146	1146	37.30 FEET TO A POINT FOR CORNER;
1147	1147	NORTH 57 DEGREES 35 MINUTES 41 SECONDS EAST, A DISTANCE OF
1148	1148	41.39 FEET TO A POINT FOR CORNER;
1149	1149	NORTH 75 DEGREES 34 MINUTES 56 SECONDS EAST, A DISTANCE OF
1150	1150	56.74 FEET TO A POINT FOR CORNER;
1151	1151	NORTH 47 DEGREES 39 MINUTES 07 SECONDS EAST, A DISTANCE OF
1152	1152	58.59 FEET TO A POINT FOR CORNER IN FENCE;
1153	1153	NORTH 12 DEGREES 59 MINUTES 03 SECONDS EAST, A DISTANCE OF
1154	1154	13.47 FEET TO A POINT FOR CORNER;
1155	1155	NORTH 73 DEGREES 48 MINUTES 29 SECONDS EAST, A DISTANCE OF
1156	1156	23.99 FEET TO A POINT FOR CORNER;
1157	1157	NORTH 86 DEGREES 17 MINUTES 13 SECONDS EAST, A DISTANCE OF
1158	1158	20.97 FEET TO A POINT FOR CORNER IN FENCE;
1159	1159	NORTH 80 DEGREES 40 MINUTES 13 SECONDS EAST, A DISTANCE OF
1160	1160	30.83 FEET TO A POINT FOR CORNER IN FENCE;
1161	1161	SOUTH 29 DEGREES 19 MINUTES 16 SECONDS EAST, A DISTANCE OF
1162	1162	13.66 FEET TO A POINT FOR CORNER;
1163	1163	SOUTH 70 DEGREES 58 MINUTES 26 SECONDS EAST, A DISTANCE OF
1164	1164	42.45 FEET TO A POINT FOR CORNER;
1165	1165	NORTH 20 DEGREES 54 MINUTES 17 SECONDS EAST, A DISTANCE OF
1166	1166	25.33 FEET TO A WOOD FENCE POST FOR CORNER;
1167	1167	NORTH 65 DEGREES 28 MINUTES 27 SECONDS EAST, A DISTANCE OF
1168	1168	19.15 FEET TO A POINT FOR CORNER;
1169	1169	NORTH 05 DEGREES 53 MINUTES 39 SECONDS WEST, A DISTANCE OF
1170	1170	25.51 FEET TO A POINT FOR CORNER;
1171	1171	NORTH 59 DEGREES 00 MINUTES 09 SECONDS WEST, A DISTANCE OF
1172	1172	32.51 FEET TO A POINT FOR CORNER;
1173	1173	NORTH 01 DEGREES 08 MINUTES 46 SECONDS WEST, A DISTANCE OF
1174	1174	50.84 FEET TO A POINT FOR CORNER;
1175	1175	NORTH 44 DEGREES 43 MINUTES 45 SECONDS EAST, A DISTANCE OF
1176	1176	43.32 FEET TO A POINT FOR CORNER;
1177	1177	NORTH 55 DEGREES 08 MINUTES 45 SECONDS EAST, A DISTANCE OF
1178	1178	51.73 FEET TO A POINT FOR CORNER;
1179	1179	NORTH 65 DEGREES 05 MINUTES 38 SECONDS EAST, A DISTANCE OF
1180	1180	29.98 FEET TO A POINT FOR CORNER;
1181	1181	SOUTH 81 DEGREES 24 MINUTES 22 SECONDS EAST, A DISTANCE OF
1182	1182	12.83 FEET TO A POINT FOR CORNER IN FENCE;
1183	1183	SOUTH 74 DEGREES 35 MINUTES 38 SECONDS EAST, A DISTANCE OF
1184	1184	36.13 FEET TO A POINT FOR CORNER;
1185	1185	SOUTH 50 DEGREES 09 MINUTES 55 SECONDS EAST, A DISTANCE OF
1186	1186	14.36 FEET TO A POINT FOR CORNER;
1187	1187	NORTH 06 DEGREES 16 MINUTES 59 SECONDS EAST, A DISTANCE OF
1188	1188	29.03 FEET TO A POINT FOR CORNER;
1189	1189	NORTH 48 DEGREES 47 MINUTES 17 SECONDS WEST, A DISTANCE OF
1190	1190	53.14 FEET TO A POINT FOR CORNER;
1191	1191	NORTH 43 DEGREES 49 MINUTES 56 SECONDS WEST, A DISTANCE OF
1192	1192	155.52 FEET TO A POINT FOR CORNER;
1193	1193	NORTH 01 DEGREES 45 MINUTES 19 SECONDS WEST, A DISTANCE OF
1194	1194	70.53 FEET TO A POINT FOR CORNER;
1195	1195	NORTH 56 DEGREES 59 MINUTES 46 SECONDS EAST, A DISTANCE OF
1196	1196	85.65 FEET TO A POINT FOR CORNER;
1197	1197	NORTH 63 DEGREES 00 MINUTES 42 SECONDS EAST, A DISTANCE OF
1198	1198	114.25 FEET TO A POINT FOR CORNER;
1199	1199	NORTH 83 DEGREES 38 MINUTES 14 SECONDS EAST, A DISTANCE OF
1200	1200	55.46 FEET TO A POINT FOR CORNER;
1201	1201	NORTH 34 DEGREES 34 MINUTES 53 SECONDS EAST, A DISTANCE OF
1202	1202	21.46 FEET TO A POINT FOR CORNER;
1203	1203	NORTH 04 DEGREES 54 MINUTES 56 SECONDS WEST, A DISTANCE OF
1204	1204	33.36 FEET TO A POINT FOR CORNER;
1205	1205	NORTH 57 DEGREES 53 MINUTES 50 SECONDS EAST, A DISTANCE OF
1206	1206	44.82 FEET TO A POINT FOR CORNER;
1207	1207	SOUTH 84 DEGREES 23 MINUTES 51 SECONDS EAST, A DISTANCE OF
1208	1208	48.40 FEET TO A POINT FOR CORNER;
1209	1209	SOUTH 51 DEGREES 11 MINUTES 25 SECONDS EAST, A DISTANCE OF
1210	1210	67.02 FEET TO A POINT FOR CORNER;
1211	1211	SOUTH 44 DEGREES 51 MINUTES 17 SECONDS EAST, A DISTANCE OF
1212	1212	36.44 FEET TO A POINT FOR CORNER IN FENCE;
1213	1213	NORTH 75 DEGREES 10 MINUTES 20 SECONDS EAST, A DISTANCE OF
1214	1214	90.42 FEET TO A POINT FOR CORNER IN FENCE;
1215	1215	SOUTH 73 DEGREES 39 MINUTES 13 SECONDS EAST, A DISTANCE OF
1216	1216	63.25 FEET TO A POINT FOR CORNER;
1217	1217	NORTH 44 DEGREES 45 MINUTES 09 SECONDS EAST, A DISTANCE OF
1218	1218	20.74 FEET TO A POINT FOR CORNER;
1219	1219	NORTH 00 DEGREES 39 MINUTES 50 SECONDS EAST, A DISTANCE OF
1220	1220	33.37 FEET TO A POINT FOR CORNER;
1221	1221	NORTH 00 DEGREES 36 MINUTES 16 SECONDS EAST, A DISTANCE OF
1222	1222	15.20 FEET TO A POINT FOR CORNER IN FENCE;
1223	1223	NORTH 37 DEGREES 39 MINUTES 21 SECONDS EAST, A DISTANCE OF
1224	1224	26.12 FEET TO A POINT FOR CORNER IN FENCE;
1225	1225	NORTH 32 DEGREES 26 MINUTES 02 SECONDS EAST, A DISTANCE OF
1226	1226	26.72 FEET TO A POINT FOR CORNER;
1227	1227	SOUTH 81 DEGREES 23 MINUTES 45 SECONDS EAST, A DISTANCE OF
1228	1228	44.28 FEET TO A POINT FOR CORNER;
1229	1229	SOUTH 25 DEGREES 45 MINUTES 46 SECONDS EAST, A DISTANCE OF
1230	1230	54.43 FEET TO A POINT FOR CORNER;
1231	1231	NORTH 69 DEGREES 18 MINUTES 15 SECONDS EAST, A DISTANCE OF
1232	1232	41.64 FEET TO A POINT FOR CORNER IN FENCE;
1233	1233	NORTH 78 DEGREES 21 MINUTES 31 SECONDS EAST, A DISTANCE OF
1234	1234	27.67 FEET TO A POINT FOR CORNER IN FENCE;
1235	1235	NORTH 45 DEGREES 23 MINUTES 34 SECONDS EAST, A DISTANCE OF
1236	1236	20.59 FEET TO A POINT FOR CORNER;
1237	1237	NORTH 58 DEGREES 08 MINUTES 51 SECONDS EAST, A DISTANCE OF
1238	1238	60.10 FEET TO A POINT FOR CORNER;
1239	1239	NORTH 61 DEGREES 59 MINUTES 57 SECONDS EAST, A DISTANCE OF
1240	1240	39.38 FEET TO A POINT FOR CORNER;
1241	1241	NORTH 21 DEGREES 01 MINUTES 11 SECONDS EAST, A DISTANCE OF
1242	1242	26.46 FEET TO A POINT FOR CORNER;
1243	1243	NORTH 44 DEGREES 04 MINUTES 52 SECONDS EAST, A DISTANCE OF
1244	1244	33.50 FEET TO A POINT FOR CORNER IN FENCE;
1245	1245	SOUTH 67 DEGREES 45 MINUTES 12 SECONDS EAST, A DISTANCE OF
1246	1246	57.91 FEET TO A POINT FOR CORNER;
1247	1247	NORTH 67 DEGREES 09 MINUTES 26 SECONDS EAST, A DISTANCE OF
1248	1248	66.59 FEET TO A POINT FOR CORNER;
1249	1249	NORTH 76 DEGREES 48 MINUTES 08 SECONDS EAST, A DISTANCE OF
1250	1250	225.75 FEET TO A POINT FOR CORNER IN FENCE;
1251	1251	NORTH 52 DEGREES 21 MINUTES 22 SECONDS EAST, A DISTANCE OF
1252	1252	54.09 FEET TO A POINT FOR CORNER IN FENCE;
1253	1253	SOUTH 57 DEGREES 13 MINUTES 16 SECONDS EAST, A DISTANCE OF
1254	1254	42.99 FEET TO A POINT FOR CORNER;
1255	1255	NORTH 55 DEGREES 45 MINUTES 08 SECONDS EAST, A DISTANCE OF
1256	1256	146.63 FEET TO A POINT FOR CORNER IN FENCE;
1257	1257	NORTH 68 DEGREES 02 MINUTES 45 SECONDS EAST, A DISTANCE OF
1258	1258	23.78 FEET TO A POINT FOR CORNER;
1259	1259	THENCE, NORTH 02 DEGREES 06 MINUTES 15 SECONDS WEST, DEPARTING THE
1260	1260	WEST BANK OF SAID PECAN CREEK, AND ALONG THE MOST SOUTHERLY WEST
1261	1261	LINE OF SAID 270.81 ACRE TRACT, A DISTANCE OF 317.03 FEET TO A STEEL
1262	1262	PIN FOR CORNER;
1263	1263	THENCE, SOUTH 89 DEGREES 10 MINUTES 46 SECONDS WEST, ALONG THE MOST
1264	1264	EASTERLY SOUTH LINE OF SAID 270.81 ACRE TRACT, A DISTANCE OF
1265	1265	2,339.53 FEET TO A STEEL PIN FOR CORNER, SAID CORNER BEING IN
1266	1266	AFORESAID COUNTY ROAD 135;
1267	1267	THENCE, NORTH 56 DEGREES 34 MINUTES 30 SECONDS EAST, OVER AND ACROSS
1268	1268	SAID 270.81 ACRE TRACT, SAME BEING THE MOST NORTHERLY EAST LINE OF A
1269	1269	SAVE AND EXCEPT TRACT, A CALLED 92.71 ACRE TRACT OF LAND DESCRIBED
1270	1270	IN WARRANTY DEED TO MESA REAL ESTATE PARTNERS, LP AS RECORDED IN
1271	1271	VOLUME 2388, PAGE 113 OF THE DEED RECORDS, COOKE COUNTY, TEXAS, A
1272	1272	DISTANCE OF 80.81 FEET TO A STEEL PIN AT THE APPROXIMATE
1273	1273	INTERSECTION OF SAID COUNTY ROAD 135 AND AFORESAID SACRA'S FERRY
1274	1274	ROAD;
1275	1275	THENCE, NORTH 13 DEGREES 22 MINUTES 18 SECONDS EAST, ALONG SAID EAST
1276	1276	LINE, AND GENERALLY ALONG SAID SACRA'S FERRY ROAD, A DISTANCE OF
1277	1277	954.77 FEET TO A STEEL PIN FOR THE NORTHEAST CORNER OF SAID 92.71
1278	1278	ACRE TRACT, SAID CORNER BEING A REENTRANT CORNER OF SAID 270.81 ACRE
1279	1279	TRACT, AND SAID CORNER BEING IN SAID SACRA'S FERRY ROAD;
1280	1280	THENCE, SOUTH 88 DEGREES 32 MINUTES 55 SECONDS WEST, ALONG THE MOST
1281	1281	WESTERLY NORTH LINE OF SAID 270.81 ACRE TRACT, SAME BEING THE COMMON
1282	1282	NORTH LINE OF SAID 92.71 ACRE TRACT, A DISTANCE OF 2,294.19 FEET TO
1283	1283	A FENCE CORNER;
1284	1284	THENCE, SOUTH 00 DEGREES 11 MINUTES 20 SECONDS WEST, ALONG THE MOST
1285	1285	WESTERLY WEST LINE OF SAID 270.81 ACRE TRACT, SAME BEING THE COMMON
1286	1286	WEST LINE OF SAID 92.71 ACRE TRACT, A DISTANCE OF 2,187.96 FEET TO A
1287	1287	FENCE CORNER;
1288	1288	THENCE, NORTH 89 DEGREES 46 MINUTES 13 SECONDS EAST, ALONG THE MOST
1289	1289	EASTERLY NORTH LINE OF SAID 157.47 ACRE TRACT, A DISTANCE OF 58.33
1290	1290	FEET TO A POINT FOR CORNER;
1291	1291	THENCE, SOUTH 00 DEGREES 27 MINUTES 03 SECONDS WEST, ALONG THE MOST
1292	1292	EASTERLY SOUTH LINE OF SAID 157.47 ACRE TRACT, A DISTANCE OF
1293	1293	2,218.98 FEET TO A 60D NAIL WITH WASHER STAMPED "CLSC 4577" FOR THE
1294	1294	SOUTHEAST CORNER OF SAID 157.47 ACRE TRACT, SAID CORNER BEING IN
1295	1295	COUNTY ROAD 181;
1296	1296	THENCE, GENERALLY ALONG SAID COUNTY ROAD 181 THE FOLLOWING COURSES
1297	1297	AND DISTANCES:
1298	1298	SOUTH 89 DEGREES 43 MINUTES 05 SECONDS WEST, A DISTANCE OF
1299	1299	814.97 FEET TO A POINT FOR CORNER;
1300	1300	NORTH 89 DEGREES 32 MINUTES 05 SECONDS WEST, A DISTANCE OF
1301	1301	1,343.23 FEET TO A POINT FOR CORNER;
1302	1302	NORTH 78 DEGREES 13 MINUTES 56 SECONDS WEST, A DISTANCE OF
1303	1303	234.37 FEET TO A POINT FOR CORNER;
1304	1304	NORTH 66 DEGREES 00 MINUTES 03 SECONDS WEST, A DISTANCE OF
1305	1305	198.85 FEET TO A STAKE FOR THE SOUTHEAST CORNER OF SAID 16.41 ACRE
1306	1306	TRACT;
1307	1307	THENCE, GENERALLY ALONG COUNTY ROAD 137 THE FOLLOWING COURSES AND
1308	1308	DISTANCES:
1309	1309	NORTH 53 DEGREES 49 MINUTES 47 SECONDS WEST, A DISTANCE OF
1310	1310	199.17 FEET TO A POINT FOR CORNER;
1311	1311	NORTH 48 DEGREES 49 MINUTES 56 SECONDS WEST, A DISTANCE OF
1312	1312	152.69 FEET TO A POINT FOR CORNER;
1313	1313	NORTH 41 DEGREES 05 MINUTES 53 SECONDS WEST, A DISTANCE OF
1314	1314	1,229.53 FEET TO A POINT FOR CORNER;
1315	1315	NORTH 40 DEGREES 39 MINUTES 43 SECONDS WEST, A DISTANCE OF
1316	1316	137.61 FEET TO A POINT FOR CORNER;
1317	1317	NORTH 36 DEGREES 08 MINUTES 28 SECONDS WEST, A DISTANCE OF
1318	1318	233.25 FEET TO A POINT FOR CORNER;
1319	1319	NORTH 04 DEGREES 50 MINUTES 20 SECONDS WEST, A DISTANCE OF
1320	1320	179.75 FEET TO A POINT FOR CORNER;
1321	1321	NORTH 00 DEGREES 24 MINUTES 36 SECONDS WEST, A DISTANCE OF
1322	1322	12.34 FEET TO AN IRON ROD WITH CAP FOR THE SOUTHEAST CORNER OF SAID
1323	1323	247.572 ACRE TRACT, SAID CORNER BEING AT THE APPROXIMATE
1324	1324	INTERSECTION OF SAID COUNTY ROAD 137 AND FARM-TO-MARKET ROAD 1202;
1325	1325	THENCE, SOUTH 89 DEGREES 19 MINUTES 32 SECONDS WEST, ALONG THE MOST
1326	1326	SOUTHERLY SOUTH LINE OF SAID 247.572 ACRE TRACT, AND GENERALLY
1327	1327	ALONG SAID FARM-TO-MARKET ROAD 1202, A DISTANCE OF 416.47 FEET TO A
1328	1328	60D NAIL FOR THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID 247.572
1329	1329	ACRE TRACT, SAID CORNER BEING IN SAID FARM-TO-MARKET ROAD 1202;
1330	1330	THENCE, NORTH 01 DEGREES 01 MINUTES 59 SECONDS EAST, DEPARTING SAID
1331	1331	FARM-TO-MARKET ROAD 1202, AND ALONG THE MOST SOUTHERLY WEST LINE OF
1332	1332	SAID 247.572 ACRE TRACT, A DISTANCE OF 368.30 FEET TO A METAL FENCE
1333	1333	CORNER POST FOUND FOR A REENTRANT CORNER OF SAID 247.572 ACRE TRACT;
1334	1334	THENCE, NORTH 89 DEGREES 00 MINUTES 03 SECONDS WEST, ALONG THE MOST
1335	1335	WESTERLY SOUTH LINE OF SAID 247.752 ACRE TRACT, A DISTANCE OF 843.54
1336	1336	FEET TO A METAL FENCE CORN POST FOR A REENTRANT CORNER OF SAID
1337	1337	247.752 ACRE TRACT;
1338	1338	THENCE, SOUTH 55 DEGREES 11 MINUTES 18 SECONDS WEST, CONTINUING
1339	1339	ALONG SAID SOUTH LINE, A DISTANCE OF 110.57 FEET TO AN ALUMINUM ROW
1340	1340	CAP FOR CORNER ON THE EAST RIGHT-OF-WAY LINE OF SAID INTERSTATE
1341	1341	HIGHWAY 35;
1342	1342	THENCE, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY
1343	1343	35 THE FOLLOWING COURSES AND DISTANCES:
1344	1344	NORTH 69 DEGREES 23 MINUTES 45 SECONDS WEST, A DISTANCE OF
1345	1345	56.69 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1346	1346	NORTH 24 DEGREES 55 MINUTES 32 SECONDS WEST, A DISTANCE OF
1347	1347	964.80 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1348	1348	NORTH 26 DEGREES 02 MINUTES 39 SECONDS WEST, A DISTANCE OF
1349	1349	1,792.48 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF
1350	1350	A TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 07 DEGREES 07
1351	1351	MINUTES 36 SECONDS, A RADIUS OF 6,818.00 FEET, AND A LONG CHORD THAT
1352	1352	BEARS NORTH 22 DEGREES 28 MINUTES 51 SECONDS WEST, A DISTANCE OF
1353	1353	847.49 FEET;
1354	1354	ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
1355	1355	848.04 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1356	1356	NORTH 71 DEGREES 04 MINUTES 57 SECONDS EAST, A DISTANCE OF
1357	1357	14.00 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF A
1358	1358	NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 03 DEGREES
1359	1359	16 MINUTES 27 SECONDS, A RADIUS OF 6,804.00 FEET, AND A LONG CHORD
1360	1360	THAT BEARS NORTH 17 DEGREES 16 MINUTES 50 SECONDS WEST, A DISTANCE
1361	1361	OF 388.75 FEET;
1362	1362	ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
1363	1363	388.80 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1364	1364	SOUTH 74 DEGREES 21 MINUTES 23 SECONDS WEST, A DISTANCE OF
1365	1365	14.00 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1366	1366	NORTH 15 DEGREES 30 MINUTES 09 SECONDS WEST, A DISTANCE OF
1367	1367	33.60 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF A
1368	1368	NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 03 DEGREES
1369	1369	48 MINUTES 31 SECONDS, A RADIUS OF 6,820.94 FEET, AND A LONG CHORD
1370	1370	THAT BEARS NORTH 13 DEGREES 27 MINUTES 20 SECONDS WEST, A DISTANCE
1371	1371	OF 453.32 FEET;
1372	1372	ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
1373	1373	453.41 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1374	1374	NORTH 78 DEGREES 26 MINUTES 56 SECONDS EAST, A DISTANCE OF
1375	1375	18.00 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF A
1376	1376	NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 01 DEGREES
1377	1377	38 MINUTES 13 SECONDS, A RADIUS OF 6,800.00 FEET, AND A LONG CHORD
1378	1378	THAT BEARS NORTH 10 DEGREES 43 MINUTES 57 SECONDS WEST, A DISTANCE
1379	1379	OF 194.28 FEET;
1380	1380	ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
1381	1381	194.29 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1382	1382	SOUTH 80 DEGREES 05 MINUTES 10 SECONDS WEST, A DISTANCE OF
1383	1383	18.00 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF A
1384	1384	NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 02 DEGREES
1385	1385	02 MINUTES 55 SECONDS, A RADIUS OF 6,818.00 FEET, AND A LONG CHORD
1386	1386	THAT BEARS NORTH 08 DEGREES 53 MINUTES 22 SECONDS WEST, A DISTANCE
1387	1387	OF 243.78 FEET;
1388	1388	ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
1389	1389	243.79 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1390	1390	NORTH 04 DEGREES 01 MINUTES 11 SECONDS EAST, A DISTANCE OF
1391	1391	148.35 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1392	1392	NORTH 07 DEGREES 24 MINUTES 43 SECONDS WEST, A DISTANCE OF
1393	1393	97.02 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1394	1394	NORTH 20 DEGREES 56 MINUTES 06 SECONDS WEST, A DISTANCE OF
1395	1395	100.89 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF A
1396	1396	NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 00 DEGREES
1397	1397	33 MINUTES 08 SECONDS, A RADIUS OF 6,779.98 FEET, AND A LONG CHORD
1398	1398	THAT BEARS NORTH 04 DEGREES 43 MINUTES 39 SECONDS WEST, A DISTANCE
1399	1399	OF 65.34 FEET;
1400	1400	ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
1401	1401	65.34 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1402	1402	NORTH 03 DEGREES 02 MINUTES 35 SECONDS WEST, A DISTANCE OF
1403	1403	1,198.43 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1404	1404	NORTH 11 DEGREES 00 MINUTES 15 SECONDS EAST, A DISTANCE OF
1405	1405	133.20 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1406	1406	NORTH 03 DEGREES 02 MINUTES 02 SECONDS WEST, A DISTANCE OF
1407	1407	600.00 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1408	1408	NORTH 01 DEGREES 23 MINUTES 39 SECONDS WEST, A DISTANCE OF
1409	1409	69.32 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF A
1410	1410	NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 07 DEGREES
1411	1411	37 MINUTES 24 SECONDS, A RADIUS OF 6,388.56 FEET, AND A LONG CHORD
1412	1412	THAT BEARS NORTH 00 DEGREES 31 MINUTES 29 SECONDS EAST, A DISTANCE
1413	1413	OF 849.38 FEET;
1414	1414	ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
1415	1415	850.01 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1416	1416	NORTH 38 DEGREES 15 MINUTES 47 SECONDS EAST, A DISTANCE OF
1417	1417	59.79 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF A
1418	1418	NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 03 DEGREES
1419	1419	19 MINUTES 59 SECONDS, A RADIUS OF 5,747.00 FEET, AND A LONG CHORD
1420	1420	THAT BEARS NORTH 06 DEGREES 40 MINUTES 40 SECONDS EAST, A DISTANCE
1421	1421	OF 334.28 FEET;
1422	1422	ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
1423	1423	334.33 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF A
1424	1424	COMPOUND CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 01 DEGREES 00
1425	1425	MINUTES 05 SECONDS, A RADIUS OF 5,854.38 FEET, AND A LONG CHORD THAT
1426	1426	BEARS NORTH 08 DEGREES 51 MINUTES 33 SECONDS EAST, A DISTANCE OF
1427	1427	102.32 FEET;
1428	1428	ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
1429	1429	102.32 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1430	1430	NORTH 05 DEGREES 39 MINUTES 04 SECONDS WEST, A DISTANCE OF
1431	1431	254.75 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1432	1432	NORTH 09 DEGREES 21 MINUTES 52 SECONDS EAST, A DISTANCE OF
1433	1433	1,102.93 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF
1434	1434	A TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 01 DEGREES 21
1435	1435	MINUTES 59 SECONDS, A RADIUS OF 4,032.00 FEET, AND A LONG CHORD THAT
1436	1436	BEARS NORTH 08 DEGREES 40 MINUTES 53 SECONDS EAST, A DISTANCE OF
1437	1437	96.16 FEET;
1438	1438	ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 96.16
1439	1439	FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1440	1440	NORTH 22 DEGREES 35 MINUTES 10 SECONDS EAST, A DISTANCE OF
1441	1441	17.28 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1442	1442	SOUTH 80 DEGREES 28 MINUTES 40 SECONDS EAST, A DISTANCE OF
1443	1443	1.01 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1444	1444	NORTH 30 DEGREES 17 MINUTES 47 SECONDS EAST, A DISTANCE OF
1445	1445	154.27 FEET TO AN ALUMINUM ROW CAP FOR CORNER AND THE BEGINNING OF A
1446	1446	NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 03 DEGREES
1447	1447	06 MINUTES 14 SECONDS, A RADIUS OF 4,099.00 FEET, AND A LONG CHORD
1448	1448	THAT BEARS NORTH 04 DEGREES 13 MINUTES 01 SECONDS EAST, A DISTANCE
1449	1449	OF 222.03 FEET;
1450	1450	ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
1451	1451	222.06 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1452	1452	NORTH 22 DEGREES 02 MINUTES 28 SECONDS WEST, A DISTANCE OF
1453	1453	160.11 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1454	1454	NORTH 02 DEGREES 41 MINUTES 49 SECONDS EAST, A DISTANCE OF
1455	1455	549.98 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1456	1456	NORTH 16 DEGREES 11 MINUTES 33 SECONDS EAST, A DISTANCE OF
1457	1457	51.42 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1458	1458	NORTH 02 DEGREES 41 MINUTES 49 SECONDS EAST, A DISTANCE OF
1459	1459	100.00 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1460	1460	NORTH 10 DEGREES 47 MINUTES 56 SECONDS WEST, A DISTANCE OF
1461	1461	51.42 FEET TO AN ALUMINUM ROW CAP FOR CORNER;
1462	1462	NORTH 02 DEGREES 41 MINUTES 49 SECONDS EAST, A DISTANCE OF
1463	1463	30.81 FEET TO THE POINT OF BEGINNING AND CONTAINING 4,560.911 ACRES
1464	1464	OF LAND, MORE OR LESS.
1465	1465	SECTION 3. (a) The legal notice of the intention to
1466	1466	introduce this Act, setting forth the general substance of this
1467	1467	Act, has been published as provided by law, and the notice and a
1468	1468	copy of this Act have been furnished to all persons, agencies,
1469	1469	officials, or entities to which they are required to be furnished
1470	1470	under Section 59, Article XVI, Texas Constitution, and Chapter 313,
1471	1471	Government Code.
1472	1472	(b) The governor, one of the required recipients, has
1473	1473	submitted the notice and Act to the Texas Commission on
1474	1474	Environmental Quality.
1475	1475	(c) The Texas Commission on Environmental Quality has filed
1476	1476	its recommendations relating to this Act with the governor, the
1477	1477	lieutenant governor, and the speaker of the house of
1478	1478	representatives within the required time.
1479	1479	(d) All requirements of the constitution and laws of this
1480	1480	state and the rules and procedures of the legislature with respect
1481	1481	to the notice, introduction, and passage of this Act are fulfilled
1482	1482	and accomplished.
1483	1483	SECTION 4. (a) If this Act does not receive a two-thirds
1484	1484	vote of all the members elected to each house, Subchapter C, Chapter
1485	1485	7987A, Special District Local Laws Code, as added by Section 1 of
1486	1486	this Act, is amended by adding Section 7987A.0307 to read as
1487	1487	follows:
1488	1488	Sec. 7987A.0307. NO EMINENT DOMAIN POWER. The district may
1489	1489	not exercise the power of eminent domain.
1490	1490	(b) This section is not intended to be an expression of a
1491	1491	legislative interpretation of the requirements of Section 17(c),
1492	1492	Article I, Texas Constitution.
1493	1493	SECTION 5. This Act takes effect September 1, 2023.