HomeMy WebLinkAboutOrd 1111-2024-08 Rezoning Property at Liberty HillEXHIBIT A-1
Metes and Bounds Description of Liberty 800 Property
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EXHIBIT A-1
TRACT ONE
694.344
Acres
SITUATED in the County of Collin, State of Texas, and being a part of the Henry Smith
Survey, Abstract No. 822, the Zachariah Roberts Survey, Abstract No. 760, the John Batterton Survey,
Abstract No. 94, the W.P. Burns Survey, Abstract No. 100, the J.C. Burge Survey, Abstract No. 106 and
the Jonas Whitaker Survey, Abstract No. 981 and being a part of the 2,304.493 acre tract of land (Tract
F) conveyed from Viola Lordsmeer, L.P. to Risland Mantua, LLC by Special Warranty Deed dated June
25, 2018 and recorded in Instrument No. 20180625000783630, Official Public Records, Collin County,
Texas, and being more particularly described by metes and bounds as follows, to-wit:
BEGINNING at a 1/2 inch rebar found in or near the centerline intersection of County Road
370, a public road, with County Road 368, a public road, in the South line of said Henry Smith Survey
and the North line of the John Elliott Survey, Abstract No. 296, at the Northwest corner of the remainder
of the 16.215 acre tract of land conveyed to Sheikh M. Alam, recorded in Volume 4335, Page 955, Deed
Records, Collin County, Texas, and the most Southerly Southwest corner of both said Risland Mantua
2,304.493 ac. and the herein described tract;
THENCE North 01 deg. 13 min. 07 sec. West, with the pavement of said County Road 368 and a
West line of said Risland Mantua 2,304.493 ac., a distance of 2,021.14 ft. to a 1/2 inch rebar found at the
most Easterly Northeast corner of Hurricane Creek Estates, an unrecorded Plat, and an Ell corner of both
said Risland Mantua 2,304.493 ac. and the herein described tract;
THENCE Westerly, with a North line of said Hurricane Creek Estates and a South line of said
Risland Mantua 2,304.493 ac., the following calls and distances:
1. South 80 deg. 49 min. 43 sec. West, a distance of 212.73 ft. to a 5/8 inch rebar found
at an angle point;
2. South 81 deg. 00 min. 36 sec. West, a distance of 212.18 ft. to a 5/8 inch rebar found
at an
3. South 79 deg. 47 min. 15 sec. West, a distance of 215.41 ft. to a 5/8 inch rebar found
at an angle point;
4. South 79 deg. 47 min. 48 sec. West, a distance of 211.76 ft. to a 1 inch pipe found at
an angle point;
5. South 80 deg. 49 min. 08 sec. West, a distance of 220.15 ft. to a 5/8 inch rebar found
at an Ell corner of said Hurricane Creek Estates, a Southwest corner of both said
Risland Mantua 2,304.493 ac. and the herein described tract;
THENCE Northerly, with an East line of said Hurricane Creek Estates and a West line of said
Risland Mantua 2,304.493 ac., the following calls and distances:
1. North 00 deg. 47 min. 59 sec. West, a distance of 95.57 ft. to a 5/8 inch rebar found at
an angle point;
2. North 00 deg. 53 min. 28 sec. East, a distance of 242.25 ft. to a 5/8 inch rebar found
at an angle point;
3. North 01 deg. 07 min. 11 sec. East, a distance of 264.53 ft. to a 1/2 inch capped rebar
set stamped “RPLS 6578” at an angle point;
4. North 01 deg. 48 min. 05 sec. East, a distance of 76.53 ft. to a 1/2 inch capped rebar
set stamped “RPLS 6578” at an angle point;
5. North 02 deg. 27 min. 54 sec. East, a distance of 99.19 ft. to a 1/2 inch capped rebar
set stamped “RPLS 6578” at the most Northerly Northeast corner of said Hurricane
Creek Estates, at an Ell corner of both said Risland Mantua 2,304.493 ac. and the
herein described tract;
THENCE South 89 deg. 45 min. 34 sec. West, with a North line of said Hurricane Creek Estates
and a South line of said Risland Mantua 2,304.493 ac., a distance of 51.65 ft. to a 1/2 inch capped rebar
set stamped “RPLS 6578”at the most Southerly Southeast corner of the 179.55 ac. tract of land conveyed
to Grayson-Collin Recreational Association, Inc. in Volume 705, Page 90, said Deed Records, at a
Southwest corner of both said Risland Mantua 2,304.493 ac. and the herein described tract;
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THENCE Northerly, with an East line of said Grayson-Collin Recreational Association 179.55
ac. and a West line of said Risland Mantua 2,304.493 ac., the following calls and distances:
1. North 17 deg. 52 min. 19 sec. East, a distance of 782.45 ft. to a 42 inch Elm tree at an
angle point;
2. North 22 deg. 57 min. 03 sec. East, a distance of 424.80 ft. to a 1 inch pipe found at
an angle point;
3. North 22 deg. 16 min. 10 sec. West, a distance of 763.52 ft. to a 1/2 inch capped rebar
set, stamped “RPLS 6578” at an angle point;
4. North 12 deg. 31 min. 05 sec. West, a distance of 690.34 ft. to a 1 inch pipe found at
an angle point;
5. North 35 deg. 44 min. 24 sec. East, a distance of 668.76 ft. to a 1/2 inch rebar found
at an angle point;
6. North 03 deg. 14 min. 16 sec. East, a distance of 279.04 ft. to a 1/2 inch rebar found
at the most Westerly Southwest corner of the 7.493 ac. tract of land conveyed to
Grayson-Collin Recreational Association, Inc. in Volume 738, Page 342, said Deed
Records, at an angle point;
THENCE Southeasterly, with the Southwest line of said Grayson-Collin Recreational Association
7.493 ac. and a Northeast line of said Risland Mantua 2,304.493 ac., the following calls and distances:
1. South 60 deg. 30 min. 30 sec. East, a distance of 753.00 ft. to a 1 inch pipe found at
an angle point;
2. South 38 deg. 05 min. 22 sec. East, a distance of 416.65 ft. to a 1/2 inch rebar found
at an angle point;
3. South 20 deg. 05 min. 14 sec. East, a distance of 393.25 ft. to a 1 inch pipe found at
the most Southerly Southwest corner of said Grayson-Collin Recreational Association
7.493., at an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein
described tract;
THENCE North 64 deg. 28 min. 26 sec. East, with the South line of said Grayson -Collin
Recreational Association 7.493 ac. and a North line of said Risland Mantua 2,304.493 ac., a distance of
48.14 ft. to a 1/2 inch rebar found at an angle point;
THENCE North 71 deg. 32 min. 49 sec. East, continuing with the South line of said Grayson -
Collin Recreational Association 7.493 ac. and a North line of said Risland Mantua 2,304.493 ac., a
distance of 175.44 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at the Southeast corner of said
Grayson Collin Recreational Association 7.493 ac., the most Easterly Southeast corner of said Grayson-
Collin Recreational Association 179.55 ac. and an angle point of both said Risland Mantua 2,304.493 ac.
and the herein described tract;
THENCE Easterly, Northerly, then Northwesterly, along the common property line of both said
Grayson-Collin Recreational Association 179.55 ac. and Risland Mantua 2,304.493 ac., the following calls
and distances:
1. North 68 deg. 39 min. 59 sec. East, a distance of 279.42 ft. to a 1/2 inch rebar found
at an angle point;
2. North 16 deg. 00 min. 07 sec. East, a distance of 631.15 ft. to a 1/2 inch rebar found
at an angle point;
3. North 43 deg. 56 min. 13 sec. West, a distance of 1,122.16 ft. to a 1/2 inch capped
rebar set stamped “RPLS 6578” at an angle point;
4. North 66 deg. 25 min. 20 sec. West, a distance of 1,304.43 ft. to a 1/2 inch capped
rebar set stamped “RPLS at the most Northerly corner of said Grayson-Collin
Recreational Association 179.55 ac. and an angle point of both said Risland Mantua
2,304.493 ac. and the herein described tract;
THENCE South 31 deg. 00 min. 14 sec. West, with the West line of said Grayson-Collin Recreational
Association 179.55 ac. and an East line of said Risland Mantua 2,304.493 ac., a distance of 345.00 ft. to
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a point in the East bank of a pond, at an angle point;
THENCE Southwesterly, with the East bank of a pond, along the West line of said Grayson-Collin
Recreational Association 179.55 ac. and an East line of said Risland Mantua 2,304.493 the following calls
and distances:
1. South 65 deg. 09 min. 26 sec. West, a distance of 350.00 ft.;
2. South 59 deg. 44 min. 48 sec. West, a distance of 390.00 ft.;
3. South 32 deg. 52 min. 18 sec. East, a distance of 100.00 ft.;
4. South 40 deg. 29 min. 25 sec. West, a distance of 55.00 ft.;
5. North 59 deg. 49 min. 47 sec. West, a distance of 150.00 ft.;
6. South 89 deg. 36 min. 28 sec. West, a distance of 190.00 ft.;
7. South 25 deg. 45 min. 05 sec. West, a distance of 190.00 ft.;
8. South 31 deg. 50 min. 15 sec. West, a distance of 265.00 ft.;
9. South 16 deg. 52 min. 45 sec. West, a distance of 500.00 ft.;
10. South 81 deg. 20 min. 55 sec. East, a distance of 205.00 ft.;
11. South 25 deg. 08 min. 27 sec. East, a distance of 200.00 ft.;
12. South 06 deg. 15 min. 31 sec. East, a distance of 85.00 ft.;
13. South 24 deg. 28 min. 32 sec. West, a distance of 150.00 ft.;
14. South 20 deg. 37 min. 55 sec. West, a distance of 205.00 ft.;
15. South 09 deg. 56 min. 57 sec. East, a distance of 120.00 ft.;
16. North 64 deg. 36 min. 06 sec. West, a distance of 115.00 ft.;
17. South 19 deg. 23 min. 16 sec. East, a distance of 200.00 ft.;
18. South 37 deg. 19 min. 08 sec. West, a distance of 70.00 ft.;
19. South 60 deg. 56 min. 07 sec. West, a distance of 110.00 ft.;
20. South 29 deg. 09 min. 31 sec. West, a distance of 250.00 ft.;
21. South 17 deg. 58 min. 21 sec. West, a distance of 290.00 ft.;
THENCE South 86 deg. 05 min. 16 sec. West, with the South bank of a pond, along a North line of
said Grayson-Collin Recreational Association 179.55 ac. and a South line of said Risland Mantua
2,304.493 ac., a distance of 165.01 ft. to a point in line with a creek to the South;
THENCE Southerly, with the center of a creek, the West line of said Grayson -Collin Recreational
Association 179.55 ac. and an East line of said Risland Mantua 2,304.493 ac., the following calls and
distances:
1. South 02 deg. 18 min. 45 sec. West, a distance of 180.00 ft.;
2. South 07 deg. 21 min. 55 sec. East, a distance of 142.55 ft.;
3. South 20 deg. 21 min. 46 sec. West, a distance of 68.44 ft.;
4. South 37 deg. 03 min. 53 sec. West, a distance of 61.49 ft.;
5. South 64 deg. 30 min. 25 sec. West, a distance of 68.25 ft.;
6. South 21 deg. 56 min. 56 sec. West, a distance of 127.43 ft.;
7. South 10 deg. 33 min. 50 sec. East, a distance of 186.00 ft.;
8. South 23 deg. 42 min. 08 sec. East, a distance of 180.15 ft.;
9. South 29 deg. 18 min. 26 sec. East, a distance of 118.28 ft.;
10. South 50 deg. 34 min. 40 sec. West, a distance of 65.47 ft.;
11. South 35 deg. 56 min. 57 sec. West, a distance of 74.91 ft.;
12. South 51 deg. 20 min. 01 sec. West, a distance of 137.86 ft.;
13. South 30 deg. 41 min. 01 sec. West, a distance of 59.61 ft.;
14. South 01 deg. 39 min. 28 sec. West, a distance of 48.43 ft.;
15. South 15 deg. 38 min. 49 sec. West, a distance of 59.78 ft.;
16. South 32 deg. 29 min. 33 sec. West, a distance of 70.38 ft.;
17. South 18 deg. 00 min. 15 sec. West, a distance of 87.06 ft.;
18. South 33 deg. 07 min. 26 sec. West, a distance of 87.26 ft. to a point at the Southwest
corner of said Grayson-Collin Recreational Association 179.55 ac., at an Ell corner of
both said Risland Mantua 2,304.493 ac. and the herein described tract;
THENCE North 80 deg. 55 min. 18 sec. East, with the South line of said Grayson-Collin Recreational
Association 179.55 ac. and a North line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch capped
rebar set, stamped “RPLS 6578” (for witness) at 104.23 ft. and continuing on said course for a TOTAL
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distance of 898.20 ft. to a 1/2 inch capped rebar set stamped “RPLS 6578” at the Northwest corner of said
Hurricane Creek Estates and the most Southerly Northeast corner of both said Risland Mantua 2,304.493
ac. and the herein described tract;
THENCE Southerly, with the West line of said Hurricane Creek Estates and an East line of said
Risland Mantua 2,304.493 ac., the following calls and distances:
1. South 01 deg. 30 min. 49 sec. East, a distance of 234.97 ft. to a 1/2 inch capped rebar
set stamped “RPLS 6578” at an angle point;
2. South 01 deg. 40 min. 21 sec. East, a distance of 100.03 ft. to a 5/8 inch rebar found
at an angle point;
3. South 01 deg. 26 min. 53 sec. East, a distance of 230.25 ft. to a 5/8 inch rebar fou nd
at an angle point;
4. South 02 deg. 34 min. 04 sec. East, a distance of 240.01 ft. to a 5/8 inch rebar found
at an angle point;
5. South 02 deg. 31 min. 27 sec. East, a distance of 193.14 ft. to a 1/2 inch capped rebar
found at the Northeast corner of the 59.73 ac. tract of land conveyed to MM Anna 325,
LLC, recorded in Instrument No. 2019041100386110, said Official Public Records, at
a Southeast corner of both said Risland Mantua 2,304.493 ac. and the herein described
tract;
THENCE South 89 deg. 01 min. 06 sec. West, with the general course of a wire fence maintaining
the North line of said MM Anna 325 59.73 ac. and a South line of said Risland Mantua 2,304.493 ac.,
passing a 1/2 inch capped rebar found (for Witness) at the end of said fence at 938.20 ft. and continuing
on said course for a TOTAL distance of 1,215.59 ft. to a point in the center of a creek, in the East line of
the 48.900 ac. tract of land conveyed to Donna Gail Peeler in Volume 4972, Page 5535, said Deed Records,
at the Northwest corner of said MM Anna 325 59.73 ac., at a Southwest corner of both said Risland Mantua
2,304.493 ac. and the herein described tract;
THENCE Northwesterly, with the center of a creek, the East line of said Peeler 48.900 ac. and the
52.77 ac. tract of land conveyed to Janis Real Estate, recorded in Instrument No. 20220420000632060,
said Official Public Records and a West line of said Risland Mantua 2,304.493 ac., the following calls and
distances:
1. North 34 deg. 56 min. 42 sec. East, a distance of 103.29 ft.;
2. North 25 deg. 27 min. 55 sec. East, a distance of 87.41 ft.;
3. North 14 deg. 15 min. 11 sec. West, a distance of 109.46 ft.;
4. North 09 deg. 26 min. 32 sec. East, a distance of 44.80 ft.;
5. North 25 deg. 25 min. 55 sec. East, a distance of 68.17 ft.;
6. North 10 deg. 58 min. 09 sec. East, a distance of 44.27 ft.;
7. North 48 deg. 07 min. 28 sec. East, a distance of 65.89 ft.;
8. North 76 deg. 04 min. 15 sec. East, a distance of 77.19 ft.;
9. North 05 deg. 59 min. 38 sec. East, a distance of 80.43 ft.;
10. North 16 deg. 36 min. 05 sec. West, a distance of 25.15 ft.;
11. North 55 deg. 07 min. 32 sec. West, a distance of 46.80 ft.;
12. North 72 deg. 50 min. 00 sec. West, a distance of 123.19 ft.;
13. South 81 deg. 44 min. 01 sec. West, a distance of 41.34 ft.;
14. North 70 deg. 40 min. 03 sec. West, a distance of 39.93 ft.;
15. North 18 deg. 54 min. 48 sec. West, a distance of 46.24 ft.;
16. North 30 deg. 12 min. 42 sec. East, a distance of 86.17 ft.;
17. North 55 deg. 20 min. 43 sec. West, a distance of 26.95 ft.;
18. North 83 deg. 50 min. 31 sec. West, a distance of 22.50 ft.;
19. South 68 deg. 54 min. 13 sec. West, a distance of 27.87 ft.;
20. North 22 deg. 54 min. 12 sec. West, a distance of 86.02 ft.;
21. North 26 deg. 45 min. 33 sec. East, a distance of 14.91 ft.;
22. North 50 deg. 40 min. 12 sec. East, a distance of 42.50 ft.;
23. North 10 deg. 24 min. 46 sec. West, a distance of 17.30 ft.;
24. North 72 deg. 20 min. 36 sec. West, a distance of 44.01 ft.;
25. North 44 deg. 49 min. 18 sec. West, a distance of 31.13 ft.;
26. North 87 deg. 03 min. 39 sec. West, a distance of 12.89 ft.;
27. South 64 deg. 02 min. 23 sec. West, a distance of 41.90 ft.;
28. North 86 deg. 18 min. 51 sec. West, a distance of 19.60 ft.;
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29. North 13 deg. 04 min. 46 sec. West, a distance of 18.21 ft.;
30. North 53 deg. 06 min. 48 sec. East, a distance of 15.77 ft.;
31. North 77 deg. 43 min. 43 sec. East, a distance of 16.69 ft.;
32. North 43 deg. 03 min. 46 sec. East, a distance of 28.01 ft.;
33. North 17 deg. 12 min. 14 sec. West, a distance of 18.36 ft.;
34. North 71 deg. 22 min. 19 sec. West, a distance of 21.59 ft.;
35. North 22 deg. 14 min. 44 sec. East, a distance of 25.85 ft.;
36. North 81 deg. 00 min. 45 sec. East, a distance of 25.03 ft.;
37. North 20 deg. 24 min. 50 sec. East, a distance of 33.04 ft.;
38. North 27 deg. 26 min. 38 sec. West, a distance of 22.31 ft.;
39. North 83 deg. 06 min. 16 sec. West, a distance of 148.69 ft.;
40. North 25 deg. 25 min. 26 sec. West, a distance of 47.53 ft.;
41. North 67 deg. 01 min. 29 sec. West, a distance of 30.30 ft.;
42. North 84 deg. 50 min. 03 sec. West, a distance of 47.00 ft.;
43. North 74 deg. 58 min. 05 sec. West, a distance of 33.79 ft.;
44. South 76 deg. 58 min. 39 sec. West, a distance of 33.35 ft.;
45. North 35 deg. 23 min. 19 sec. West, a distance of 27.57 ft.;
46. North 11 deg. 56 min. 26 sec. West, a distance of 54.69 ft.;
47. North 43 deg. 24 min. 18 sec. West, a distance of 52.00 ft.;
48. South 55 deg. 10 min. 00 sec. West, a distance of 27.34 ft.;
49. South 78 deg. 02 min. 05 sec. West, a distance of 27.52 ft.;
50. North 67 deg. 40 min. 27 sec. West, a distance of 74.72 ft.;
51. North 74 deg. 50 min. 18 sec. West, a distance of 51.31 ft.;
52. North 61 deg. 04 min. 09 sec. West, a distance of 43.45 ft.;
53. North 41 deg. 31 min. 56 sec. West, a distance of 71.57 ft.;
54. North 26 deg. 20 min. 00 sec. West, a distance of 52.30 ft.;
55. North 48 deg. 41 min. 18 sec. West, a distance of 61.74 ft.;
56. North 78 deg. 02 min. 53 sec. West, a distance of 43.15 ft.;
57. North 45 deg. 16 min. 16 sec. West, a distance of 161.73 ft.;
58. South 70 deg. 57 min. 23 sec. West, a distance of 52.72 ft.;
59. South 61 deg. 06 min. 37 sec. West, a distance of 35.06 ft.;
60. South 72 deg. 45 min. 56 sec. West, a distance of 40.53 ft.;
61. South 87 deg. 34 min. 10 sec. West, a distance of 28.77 ft.;
62. North 67 deg. 42 min. 02 sec. West, a distance of 33.33 ft.;
63. North 23 deg. 39 min. 03 sec. West, a distance of 52.95 ft.;
64. South 89 deg. 23 min. 21 sec. West, a distance of 70.36 ft.;
65. North 74 deg. 15 min. 03 sec. West, a distance of 25.54 ft.;
66. North 51 deg. 05 min. 09 sec. West, a distance of 29.41 ft.;
67. North 20 deg. 44 min. 38 sec. East, a distance of 41.42 ft.;
68. North 31 deg. 24 min. 12 sec. West, a distance of 45.13 ft.;
69. South 77 deg. 29 min. 33 sec. West, a distance of 63.04 ft.;
70. North 33 deg. 59 min. 18 sec. West, a distance of 11.78 ft. to a point at the Northeast corner of said
Janis Real Estate 52.77 ac., at an Ell corner of both said Risland Mantua 2,304.493 ac. and the
herein described tract;
THENCE South 88 deg. 29 min. 46 sec. West, with the North line of said Janis Real Estate 52.77 ac.
and a South line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch rebar found (for witness) at
1,917.45 ft. and continuing on said course for a TOTAL distance of 1,940.65 ft. to a 1/2 inch rebar found
in the pavement of County Road 290, a public road, in an East line of both the 103.991 ac. tract of land
conveyed to Mohammad Ali Manouchehripour in Volume 5200, Page 5012, said Official Public Records
and the Joseph Britton Survey, Abstract No. 72 and the West line of said Zachariah Roberts Survey, at the
Northwest corner of said Janis Real Estate 52.77 ac., at the most Westerly Southwest corner of both said
Risland Mantua 2,304.493 ac. and the herein described tract;
THENCE North 01 deg. 12 min. 42 sec. West, with the pavement of said County Road 290, an East
line of both said Manouchehripour 103.991 ac. and the Thornton Family Trust “called” 103 acre tract of
land conveyed in Instrument No. 2021043000877560, said Official Public Records and the East line of
said Joseph Britton Survey and a West line of both said Zacharia Roberts Survey and Risland Mantua
2,304.493 ac. passing the Northeast corner of said Manouchehripour 103.991 ac. and continuing on said
course for a distance of 1,130.77 ft. to a PK nail set at the Southwest corner of the 10.669 ac. tract of land
conveyed to Delmore A. M. Church and Joyce Church in Volume 702, Page 585, said Deed Records, at a
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Northwest corner of said Risland Mantua 2,304.493 ac. and the most Western Northwest corner of the
herein described tract;
THENCE South 88 deg. 26 min. 45 sec. East, with a South line of said Church 10.669 ac. and a North
line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch rebar found (for witness) at 27.59 ft. and
continuing for a TOTAL distance of 353.22 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at
the most Southerly Southeast corner of said Church 10.669 ac. and an Ell corner of both said Mantua
2,304.493 ac. and the herein described tract;
THENCE North 01 deg. 36 min. 46 sec. West, with an East line of said Church 10.669 ac. and a West
line of said Risland Mantua 2,304.493 ac., a distance of 628.19 ft. to a 1/2 inch capped rebar set, stamped
“RPLS 6578” at an Ell corner of said Church 10.669 ac., at a Northwest corner of both said Risland
Mantua 2,304.493 ac. and the herein described tract;
THENCE North 86 deg. 35 min. 25 sec. East, with a South line of said Church 10.669 ac. and a North
line of said Risland Mantua 2,304.493 ac., a distance of 587.02 ft. to a 12 inch wood corner post at the
most Easterly Southeast corner of said Church 10.669 ac., at an Ell corner of both said Risland Mantua
2,304.493 ac. and the herein described tract;
THENCE North 01 deg. 14 min. 35 sec. West, with an East line of said Church 10.669 ac. and a West
line of said Risland Mantua 2,304.493 ac., a distance of 251.70 ft. to a 1/2 inch rebar found in the center
of said County Road 290, in the North line of said Zachariah Roberts Survey and the South line of said
John Batterton survey, at the Northeast corner of said Church 10.669 ac. and an Ell corner of said Risland
Mantua 2,304.493 ac., at a Northwest corner of the herein described tract;
THENCE North 89 deg. 18 min. 25 sec. East, along or near the center of said County Road 290, over
and across Risland Mantua 2,304.493 ac., with the North line of said Zachariah Roberts Survey and the
South line of said John Batterton Survey, passing the Southeast edge of pavement of said County Road
290, and continuing on said course for a distance of 797.98 ft. to a 1/2 inch rebar found at an Ell corner of
the herein described tract;
THENCE North 00 deg. 49 min. 03 sec. West, continuing over and across said Risland Mantua
2,304.493 ac., passing the Southeast edge and re-entering the pavement of said County Road 290,
continuing on said course along or near the center of said road, passing the Northwest edge of pavement
of said road, and continuing on said course for a distance of 1,687.21 ft. to a 1/2 inch capped rebar set,
stamped “RPLS 6578” at the most Northern Northwest corner of the herein described tract;
THENCE North 88 deg. 20 min. 33 sec. East, continuing over and across said Risland Mantua
2,304.493 ac., passing the Northwest edge and re-entering the pavement of said County Road 290, and
continuing on said course along or near the center of said County Road 290 for a distance of 772.49 ft. to
a 1/2 inch rebar found in the West line of the 18.632 ac. tract of land conveyed to Mohammed Rehman,
recorded in Instrument No. 20210322000563200, said Official Public Records, in an East line of said
Risland Mantua 2,304.493 ac., in the West line of said W.P. Burns Survey and the East line of said John
Batterton Survey, at a Northeast corner of the herein described tract;
THENCE South 00 deg. 54 min. 38 sec. East, with the West line of both said Rehman 18.632 ac. and
W.P. Burns Survey and the East line of both said Risland Mantua 2,304.493 ac. and John Batterton Survey,
a distance of 191.05 ft. to a 1/2 inch rebar found in the center of a draw, at the Southwest corner of said
Rehman 18.632 ac. and an Ell corner of the herein described tract;
THENCE Southeasterly, with the center of a draw and creek, with the South line of said Rehman
18.632 ac. and the West line of Lots 1 and 3 of Triple I Ranch Addition to the Collin County, Texas,
recorded in Instrument No. 2003-0183169, Map Records, Collin County, Texas, and the North and East
lines of said Risland Mantua 2,304.493 ac., the following calls and distances:
1. South 85 deg. 33 min. 48 sec. East, a distance of 38.17 ft.;
2. South 56 deg. 34 min. 17 sec. East, a distance of 114.66 ft.;
3. South 73 deg. 39 min. 14 sec. East, a distance of 29.10 ft.;
4. North 80 deg. 55 min. 30 sec. East, a distance of 49.80 ft.;
5. North 84 deg. 10 min. 17 sec. East, a distance of 35.20 ft.;
6. South 71 deg. 30 min. 51 sec. East, a distance of 6.41 ft.;
7. South 23 deg. 37 min. 31 sec. East, a distance of 11.94 ft.;
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8. South 48 deg. 57 min. 54 sec. East, a distance of 22.31 ft.;
9. South 78 deg. 22 min. 44 sec. East, a distance of 11.77 ft.;
10. South 44 deg. 57 min. 16 sec. East, a distance of 23.99 ft.;
11. South 72 deg. 03 min. 20 sec. East, a distance of 36.45 ft.;
12. North 83 deg. 45 min. 09 sec. East, a distance of 60.49 ft.;
13. South 45 deg. 51 min. 25 sec. East, a distance of 42.03 ft.;
14. South 88 deg. 20 min. 49 sec. East, a distance of 17.06 ft.;
15. South 70 deg. 55 min. 50 sec. East, a distance of 17.71 ft.;
16. North 79 deg. 53 min. 05 sec. East, a distance of 13.68 ft.;
17. North 62 deg. 26 min. 21 sec. East, a distance of 46.40 ft.;
18. North 43 deg. 42 min. 20 sec. East, a distance of 14.49 ft.;
19. North 13 deg. 18 min. 36 sec. East, a distance of 11.48 ft.;
20. North 82 deg. 07 min. 05 sec. East, a distance of 10.03 ft.;
21. South 86 deg. 09 min. 24 sec. East, a distance of 11.23 ft.;
22. South 49 deg. 44 min. 51 sec. East, a distance of 13.10 ft.;
23. South 70 deg. 30 min. 13 sec. East, a distance of 13.52 ft.;
24. South 84 deg. 22 min. 03 sec. East, a distance of 23.33 ft.;
25. South 35 deg. 35 min. 31 sec. East, a distance of 20.91 ft.;
26. South 84 deg. 29 min. 02 sec. East, a distance of 15.59 ft.;
27. South 51 deg. 00 min. 33 sec. East, a distance of 27.17 ft.;
28. South 78 deg. 25 min. 01 sec. East, a distance of 15.92 ft.;
29. North 58 deg. 51 min. 30 sec. East, a distance of 16.62 ft.;
30. South 49 deg. 41 min. 08 sec. East, a distance of 32.18 ft.;
31. South 29 deg. 08 min. 01 sec. East, a distance of 14.80 ft.;
32. South 05 deg. 40 min. 16 sec. East, a distance of 30.35 ft.;
33. South 51 deg. 27 min. 12 sec. East, a distance of 16.84 ft.;
34. North 55 deg. 07 min. 54 sec. East, a distance of 35.31 ft.;
35. North 89 deg. 52 min. 19 sec. East, a distance of 29.08 ft.;
36. South 31 deg. 29 min. 55 sec. East, a distance of 19.97 ft.;
37. South 47 deg. 09 min. 08 sec. East, a distance of 27.66 ft.;
38. South 18 deg. 55 min. 35 sec. East, a distance of 20.76 ft.;
39. South 63 deg. 16 min. 02 sec. East, a distance of 9.33 ft.;
40. North 87 deg. 41 min. 54 sec. East, a distance of 12.80 ft.;
41. North 49 deg. 59 min. 39 sec. East, a distance of 43.53 ft.;
42. North 77 deg. 10 min. 32 sec. East, a distance of 43.67 ft.;
43. South 57 deg. 38 min. 18 sec. East, a distance of 10.00 ft.;
44. South 05 deg. 42 min. 20 sec. East, a distance of 16.81 ft.;
45. South 42 deg. 16 min. 02 sec. East, a distance of 18.23 ft. at the centerline intersection of draw
and creek;
46. South 06 deg. 44 min. 28 sec. West, a distance of 37.06 ft.
47. South 38 deg. 50 min. 25 sec. East, a distance of 22.72 ft.;
48. North 57 deg. 28 min. 10 sec. East, a distance of 27.21 ft.;
49. South 50 deg. 28 min. 32 sec. East, a distance of 39.42 ft.;
50. South 16 deg. 41 min. 39 sec. West, a distance of 23.29 ft.;
51. South 23 deg. 04 min. 58 sec. East, a distance of 57.84 ft.;
52. South 49 deg. 49 min. 02 sec. West, a distance of 11.63 ft.;
53. North 64 deg. 30 min. 49 sec. West, a distance of 30.50 ft.;
54. South 50 deg. 42 min. 11 sec. West, a distance of 13.78 ft.;
55. South 15 deg. 45 min. 26 sec. East, a distance of 89.36 ft.;
56. South 10 deg. 53 min. 35 sec. West, a distance of 43.60 ft.;
57. South 12 deg. 28 min. 08 sec. East, a distance of 31.05 ft.;
58. South 88 deg. 00 min. 34 sec. West, a distance of 34.12 ft.;
59. South 56 deg. 01 min. 46 sec. West, a distance of 51.74 ft.;
60. North 84 deg. 06 min. 45 sec. West, a distance of 43.29 ft.;
61. South 16 deg. 45 min. 37 sec. West, a distance of 21.78 ft.;
62. South 18 deg. 30 min. 22 sec. East, a distance of 15.05 ft.;
63. South 70 deg. 51 min. 54 sec. East, a distance of 17.06 ft.;
64. North 77 deg. 40 min. 40 sec. East, a distance of 15.14 ft.;
65. South 63 deg. 09 min. 50 sec. East, a distance of 20.43 ft.;
66. South 27 deg. 41 min. 10 sec. East, a distance of 19.98 ft.;
67. South 31 deg. 30 min. 58 sec. West, a distance of 9.86 ft.;
68. South 83 deg. 47 min. 46 sec. West, a distance of 51.58 ft.;
Page 8 of 10
69. South 38 deg. 54 min. 19 sec. East, a distance of 29.87 ft.;
70. South 07 deg. 53 min. 15 sec. West, a distance of 13.82 ft.;
71. North 65 deg. 47 min. 39 sec. West, a distance of 19.26 ft.;
72. North 78 deg. 08 min. 54 sec. West, a distance of 76.63 ft.;
73. South 08 deg. 27 min. 48 sec. East, a distance of 53.59 ft.;
74. South 20 deg. 42 min. 26 sec. West, a distance of 26.91 ft.;
75. South 25 deg. 09 min. 45 sec. East, a distance of 31.09 ft.;
76. South 00 deg. 12 min. 02 sec. West, a distance of 31.14 ft.;
77. South 71 deg. 20 min. 53 sec. East, a distance of 29.06 ft.;
78. South 18 deg. 54 min. 03 sec. East, a distance of 13.15 ft.;
79. South 32 deg. 18 min. 04 sec. West, a distance of 25.49 ft.;
80. South 72 deg. 43 min. 07 sec. West, a distance of 15.31 ft.;
81. North 64 deg. 42 min. 33 sec. West, a distance of 23.37 ft.;
82. South 63 deg. 34 min. 24 sec. West, a distance of 18.33 ft.;
83. South 10 deg. 14 min. 08 sec. West, a distance of 43.90 ft.;
84. South 26 deg. 13 min. 56 sec. West, a distance of 34.33 ft.;
85. South 27 deg. 13 min. 02 sec. East, a distance of 20.15 ft.;
86. South 49 deg. 22 min. 10 sec. East, a distance of 24.64 ft.;
87. North 69 deg. 07 min. 38 sec. East, a distance of 21.11 ft.;
88. North 32 deg. 40 min. 48 sec. East, a distance of 40.78 ft.;
89. North 52 deg. 43 min. 43 sec. East, a distance of 44.54 ft.;
90. South 79 deg. 02 min. 31 sec. East, a distance of 17.91 ft.;
91. South 25 deg. 14 min. 13 sec. East, a distance of 10.50 ft.;
92. South 36 deg. 33 min. 49 sec. West, a distance of 45.96 ft.;
93. South 18 deg. 38 min. 57 sec. East, a distance of 60.30 ft.;
94. South 23 deg. 11 min. 17 sec. West, a distance of 22.34 ft.;
95. South 12 deg. 06 min. 39 sec. East, a distance of 59.69 ft.;
96. South 10 deg. 53 min. 13 sec. West, a distance of 48.67 ft.;
97. South 18 deg. 15 min. 42 sec. East, a distance of 38.78 ft.;
98. South 49 deg. 42 min. 55 sec. West, a distance of 38.39 ft.;
99. South 12 deg. 09 min. 41 sec. West, a distance of 41.04 ft.;
100. South 18 deg. 18 min. 43 sec. East, a distance of 46.98 ft.;
101. South 36 deg. 12 min. 31 sec. East, a distance of 41.45 ft.;
102. South 04 deg. 18 min. 51 sec. West, a distance of 40.66 ft.;
103. South 17 deg. 20 min. 59 sec. East, a distance of 18.23 ft.;
104. South 71 deg. 38 min. 45 sec. East, a distance of 27.15 ft.;
105. South 42 deg. 57 min. 19 sec. East, a distance of 11.61 ft.;
106. South 44 deg. 03 min. 41 sec. West, a distance of 29.44 ft.;
107. South 59 deg. 56 min. 34 sec. West, a distance of 26.44 ft.;
108. South 47 deg. 10 min. 58 sec. West, a distance of 23.76 ft.;
109. South 31 deg. 19 min. 02 sec. West, a distance of 37.17 ft.;
110. South 01 deg. 44 min. 52 sec. West, a distance of 35.97 ft. to a point at the Southwest corner
of said Lot 1 and an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein
described tract;
THENCE North 87 deg. 26 min. 24 sec. East, with the South line of said Lot 1 and a North line
of said Risland Mantua 2,304.493 ac., passing a 1/2 inch capped rebar set, stamped “RPLS 6578” (for
witness) at 853.90 ft., and continuing on said course for a TOTAL distance of 953.68 ft. to a point in the
West bank of pond, at the Southeast corner of said Lot 1 and an Ell corner of both said Risland Mantua
2,304.493 ac. and the herein described tract;
THENCE Northerly and Northeasterly, with the West bank of pond, an East line of said Lot 1, the
East line of the 27.745 ac. tract of land conveyed to M&T Holding Company, LLC, recorded in Instrument
No. 20141105001213360, said Official Public Records, the South and East lines of the 16.952 ac. (Tract
1) tract of land conveyed to MJLA Adams, Ltd., recorded in Instrument No. 20110505000462580, said
Official Public Records, and the North and West lines of said Risland Mantua 2,304.493 ac., the following
calls and distances:
1. North 03 deg. 01 min. 38 sec. West, a distance of 565.00 ft.;
2. North 33 deg. 47 min. 24 sec. East, a distance of 475.00 ft.;
3. North 42 deg. 00 min. 46 sec. East, a distance of 350.00 ft.;
4. North 65 deg. 07 min. 09 sec. East, a distance of 500.00 ft.;
Page 9 of 10
5. North 20 deg. 08 min. 52 sec. East, a distance of 73.50 ft. to a 20 inch tree at bank of pond;
6. North 00 deg. 39 min. 26 sec. East, leaving said pond, a distance of 212.97 ft. to an angle point in
fence;
7. North 01 deg. 46 min. 16 sec. West, with the general course of a wire fence, a distance of 327.25
ft. to an angle point in fence;
8. North 01 deg. 36 min. 16 sec. West, with the general course of a wire fence, a distance of 474.99
ft. to an angle point in fence;
9. North 02 deg. 12 min. 44 sec. West, with the general course of a wire fence, passing an 8 inch tree
at fence corner (for witness) at 374.52 ft. and continuing on said course for a TOTAL distance of
412.36 ft. to a PK nail with metal flasher set in or near the center of County Road No. 372, a public
road, in the East line of said W.P. Burns Survey and the West line of said Jonas Whitaker Survey,
at the Northeast corner of said MJLA Adams 16.952 ac. and the most Northerly Northwest corner
of the herein described tract;
THENCE Easterly, along or near the center of said County Road 372, over and across said Risland
Mantua 2,304.493 ac., the following calls and distances:
1. North 49 deg. 39 min. 30 sec. East, a distance of 128.05 ft.;
2. North 57 deg. 41 min. 04 sec. East, a distance of 150.00 ft.;
3. North 74 deg. 45 min. 46 sec. East, a distance of 135.00 ft.;
4. North 89 deg. 48 min. 47 sec. East, a distance of 127.43 ft.;
5. South 86 deg. 46 min. 24 sec. East, a distance of 506.20 ft.;
6. South 87 deg. 57 min. 09 sec. East, a distance of 172.41 ft.;
7. South 77 deg. 53 min. 48 sec. East, a distance of 93.44 ft.;
8. South 63 deg. 12 min. 34 sec. East, a distance of 108.68 ft.;
9. South 63 deg. 13 min. 19 sec. East, a distance of 129.45 ft.;
10. South 67 deg. 28 min. 08 sec. East, a distance of 91.86 ft.;
11. South 69 deg. 30 min. 37 sec. East, a distance of 290.88 ft.;
12. South 86 deg. 32 min. 19 sec. East, a distance of 86.89 ft.;
13. North 53 deg. 44 min. 03 sec. East, a distance of 92.86 ft.;
14. North 36 deg. 53 min. 20 sec. East, a distance of 133.56 ft.;
15. North 34 deg. 02 min. 26 sec. East, a distance of 211.93 ft.;
16. North 32 deg. 02 min. 27 sec. East, a distance of 165.42 ft.;
17. North 37 deg. 58 min. 13 sec. East, a distance of 103.89 ft.;
18. North 69 deg. 36 min. 45 sec. East, a distance of 94.23 ft.;
19. South 75 deg. 13 min. 37 sec. East, a distance of 120.32 ft.;
20. South 69 deg. 40 min. 24 sec. East, a distance of 136.84 ft.;
21. South 67 deg. 26 min. 05 sec. East, a distance of 118.48 ft.;
22. South 72 deg. 05 min. 15 sec. East, a distance of 97.50 ft.;
23. South 87 deg. 33 min. 06 sec. East, a distance of 63.37 ft.;
24. North 86 deg. 07 min. 56 sec. East, a distance of 85.23 ft.;
25. North 86 deg. 33 min. 49 sec. East, a distance of 55.99 ft.;
26. North 87 deg. 25 min. 04 sec. East, a distance of 51.63 ft.;
27. North 89 deg. 27 min. 50 sec. East, a distance of 282.63 ft. to a PK nail set with metal flasher in
or near the center of said County Road 372, in the West right-of-way line of U.S. Highway No. 75
and the East line of said Risland Mantua 2,304.493 ac., at the most Northerly Northeast corner of
the herein described tract;
THENCE Southerly, with the West right-of-way line of said U.S. Highway No. 75 and an East line
said Risland Mantua 2,304.493 ac., the following calls and distances:
1. South 00 deg. 19 min. 57 sec. West, a distance of 157.21 ft. to a 5/8 inch aluminum capped rebar
found
2. South 07 deg. 56 min. 42 sec. West, a distance of 260.00 ft. to a 5/8 inch aluminum capped rebar
found;
3. South 13 deg. 01 min. 18 sec. West, a distance of 90.77 ft. to a 5/8 inch aluminum capped rebar
found;
4. South 13 deg. 19 min. 08 sec. East, a distance of 158.38 ft. to a 5/8 inch aluminum capped rebar
found;
5. South 06 deg. 40 min. 27 sec. West, a distance of 690.13 ft. to a 10 inch wood corner post;
6. South 27 deg. 29 min. 40 sec. West, a distance of 226.76 ft. to a 5/8 inch aluminum capped rebar
found;
Page 10 of 10
7. North 88 deg. 16 min. 00 sec. West, a distance of 27.13 ft. to a 5/8 inch aluminum capped rebar
found;
8. South 01 deg. 31 min. 42 sec. East, a distance of 99.77 ft. to a 1/2 inch capped rebar found, stamped
“RPLS 6578”;
9. South 88 deg. 15 min. 12 sec. East, a distance of 76.93 ft. to a 5/8 inch rebar found;
10. South 19 deg. 29 min. 08 sec. East, a distance of 125.64 ft. to a 5/8 inch rebar found;
11. South 00 deg. 19 min. 57 sec. West, a distance of 92.58 ft. to a 5/8 inch rebar found;
12. South 10 deg. 47 min. 37 sec. East, a distance of 305.87 ft. to a 5/8 inch rebar found;
13. South 06 deg. 13 min. 39 sec. East, a distance of 402.64 ft. to a 5/8 inch rebar found;
14. South 01 deg. 22 min. 49 sec. East, a distance of 299.50 ft. to a 5/8 inch aluminum capped rebar
found;
15. South 04 deg. 03 min. 47 sec. West, a distance of 588.55 ft. to a 5/8 inch rebar found;
16. South 18 deg. 07 min. 48 sec. West, a distance of 100.58 ft. to a 1/2 inch capped rebar set, stamped
“RPLS 6578”;
17. South 02 deg. 24 min. 25 sec. West, a distance of 293.51 ft. to a 5/8 inch rebar found;
18. South 01 deg. 18 min. 32 sec. East, a distance of 197.35 ft. to a 5/8 inch rebar found;
19. South 07 deg. 36 min. 33 sec. West, a distance of 295.70 ft. to a 5/8 inch aluminum capped rebar
found;
20. South 15 deg. 51 min. 34 sec. West, a distance of 202.09 ft. to a brass capped monument found;
21. South 07 deg. 39 min. 54 sec. West, a distance of 299.90 ft. to a brass capped monument found;
22. South 00 deg. 36 min. 24 sec. East, a distance of 202.34 ft. to a brass capped monument found;
23. South 07 deg. 35 min. 05 sec. West, a distance of 467.60 ft. to a brass capped monument found;
24. North 88 deg. 37 min. 42 sec. West, a distance of 15.83 ft. to a brass capped monument found;
25. South 00 deg. 49 min. 45 sec. West, a distance of 175.19 ft. to a brass capped monument found;
26. South 07 deg. 52 min. 40 sec. West, a distance of 113.17 ft. to a brass capped monument found;
27. South 88 deg. 30 min. 43 sec. West, a distance of 53.68 ft. to a brass capped monument found;
28. South 00 deg. 38 min. 27 sec. East, a distance of 69.59 ft. to a brass capped monument found;
29. North 89 deg. 26 min. 06 sec. East, a distance of 39.82 ft. to a brass capped monument found;
30. South 46 deg. 34 min. 09 sec. East, a distance of 4.94 ft. to a brass capped monument found;
31. South 07 deg. 38 min. 58 sec. West, a distance of 1,318.58 ft. to a brass capped monument found;
32. South 13 deg. 06 min. 56 sec. West, a distance of 200.42 ft. to a brass capped monument found;
33. South 07 deg. 01 min. 13 sec. West, a distance of 249.88 ft. to a brass capped monument found;
34. South 18 deg. 21 min. 18 sec. West, a distance of 584.03 ft. to a brass capped monument found;
35. South 07 deg. 40 min. 57 sec. West, a distance of 186.12 ft. to a brass capped monument found;
36. South 45 deg. 20 min. 37 sec. West, a distance of 79.29 ft. to a brass capped monument found;
37. South 83 deg. 25 min. 55 sec. West, a distance of 209.32 ft. to a brass capped monument found;
38. South 00 deg. 36 min. 48 sec. East, a distance of 56.51 ft. to a 5/8 inch aluminum capped rebar
found in the pavement of said County Road 370, the North line of both said Alam 16.215 ac. and
John Elliott Survey and the South line of said Henry Smith Survey, at the most Southerly Southeast
corner of both said Risland Mantua 2,304.493 ac. and the herein described tract;
THENCE South 89 deg. 11 min. 17 sec. West, with the pavement of said County Road 370, the North
line of both said Alam 16.215 ac. and John Elliott Survey and a South line of both said Mantua 2,304.493
ac. and Henry Smith Survey, a distance of 254.37 ft. to a 1/2 inch rebar found at an angle point;
THENCE South 88 deg. 36 min. 37 sec. West, continuing with the pavement of said County Road
370, the North line of both said Alam 16.215 ac. and John Elliott Survey and a South line of both said
Mantua 2,304.493 ac. and Henry Smith Survey, a distance of 375.33 ft. to the PLACE OF BEGINNING
and containing 694.344 ACRES of land.
_________________________________
Kate A. Wagner, R.P.L.S. No. 6578
September 8, 2022
Page 1 of 3
Exhibit A-1 Tract Two (92.667 ACRES)
SITUATED in the County of Collin, State of Texas, and being a part of the Henry Smith
Survey, Abstract No. 822, the J.C. Burge Survey, Abstract No. 106, and being a part of the 555.801 acre
tract of land (Tract B) conveyed from Viola Lordsmeer, L.P. to Risland Mantua, LLC by Special
Warranty Deed dated June 25, 2018 and recorded in Instrument No. 20180625000783630, Official
Public Records, Collin County, Texas, and being more particularly described by metes and bounds as
follows, to-wit:
BEGINNING at a 5/8 inch rebar found in the North line of both the Eli Witt Survey, Abstract
No. 997 and the D.R. Horton, LTD 275.00 acre tract of land conveyed by Instrument No.
20210212000310470, said Official Public Records and the South line of said J.C. Burge Survey, at the
Southwest corner of the 42.81 acre tract of land conveyed by Instrument No. 200610030014246640,
said Official Public Records, at a Southeast corner of said Risland Mantua 555.801 ac. and the most
Easterly Southeast corner of the herein described tract;
THENCE North 86 deg. 36 min. 27 sec. West, with the North line of both said Eli Witt Survey
and D.R. Horton, LTD 275.00 ac. and the South line of both said Burge Survey and Risland Mantua
555.801 ac., a distance of 774.67 ft. to a 1/2 inch rebar found, at the most Eastern Northeast corner of
said Henry Smith Survey, the Northwest corner of both said D.R. Horton 275.00 ac. and said Eli Witt
Survey, at an Ell corner of both said Risland Mantua 555.801 ac. and the herein described tract;
THENCE South 00 deg. 33 min. 34 sec. East, with the West line of both said Eli Witt Survey
and D.R. Horton, LTD 275.00 ac. and the East line of both said Henry Smith Survey and Risland
Mantua 555.801 ac., a distance of 509.75 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at the
most Southerly Southeast corner of the herein described tract; FROM which a ½ inch rebar found at the
most Southerly Southeast corner of said Risland Mantua 555.801 ac. bears South 00 deg. 33 min. 34 sec.
East, 4,146.43 ft.;
THENCE South 32 deg. 09 min. 36 sec. West, over and across Risland Mantua 555.801 ac., a
distance of 1,399.64 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” in the East right-of-way
line of U.S. Highway No. 75 and the West line of said Risland Mantua 555.801 ac., at the most
Southerly Southwest corner of the herein described tract;
THENCE in a Northeasterly direction, with the East line of said U.S. Highway No. 75 and West
lines of said Risland Mantua 555.801 ac., the following calls and distances:
1. North 09 deg. 09 min. 44 sec. East, a distance of 468.21 ft. to a 1/2 inch capped
rebar set, stamped “RPLS 6578”;
2. North 04 deg. 48 min. 32 sec. East, a distance of 166.27 ft. to a brass capped
monument found;
3. North 08 deg. 00 min. 27 sec. East, a distance of 570.88 ft. to a 5/8 inch rebar
found;
4. North 07 deg. 33 min. 49 sec. East, a distance of 204.07 ft. to a 1/2 inch capped
rebar set, stamped “RPLS 6578”;
5. North 04 deg. 56 min. 12 sec. East, a distance of 408.10 ft. to a 1/2 inch rebar
found;
6. North 08 deg. 50 min. 26 sec. East, a distance of 201.65 ft. to a 5/8 inch
aluminum capped rebar found;
7. North 03 deg. 46 min. 37 sec. West, a distance of 157.48 ft. to a 5/8 inch
aluminum capped rebar found;
8. North 02 deg. 24 min. 26 sec. East, a distance of 297.71 ft. to a 5/8 inch rebar
found;
9. North 01 deg. 17 min. 34 sec. West, a distance of 373.25 ft. to a 5/8 inch rebar
found;
10. North 03 deg. 24 min. 38 sec. East, a distance of 157.01 ft. to a 5/8 inch rebar
found;
Page 2 of 3
11. North 10 deg. 51 min. 17 sec. East, a distance of 626.29 ft. to a 5/8 inch rebar
found;
12. North 39 deg. 04 min. 49 sec. East, a distance of 143.29 ft. to a 5/8 inch rebar
found;
13. North 08 deg. 29 min. 33 sec. East, a distance of 132.69 ft. to a 5/8 inch
aluminum capped rebar found;
14. South 88 deg. 41 min. 18 sec. East, a distance of 29.74 ft. to a 5/8 inch
aluminum capped rebar found;
15. North 01 deg. 36 min. 08 sec. East, a distance of 109.73 ft. to a 5/8 inch
aluminum capped rebar found;
16. North 88 deg. 24 min. 26 sec. West, a distance of 31.11 ft. to a 5/8 inch
aluminum capped rebar found;
17. North 06 deg. 46 min. 11 sec. West, a distance of 159.76 ft. to a 1/2 inch capped
rebar found, stamped “RPLS 6578”;
18. North 34 deg. 41 min. 30 sec. West, a distance of 153.89 ft. to a 5/8 inch
aluminum capped rebar found;
19. North 06 deg. 06 min. 32 sec. West, a distance of 469.93 ft. to a 5/8 inch
aluminum capped rebar found;
20. North 14 deg. 15 min. 34 sec. West, a distance of 166.73 ft. to a 5/8 inch
aluminum capped rebar found;
21. North 00 deg. 20 min. 02 sec. East, a distance of 570.00 ft. to a 5/8 inch
aluminum capped rebar found;
22. North 02 deg. 17 min. 36 sec. East, a distance of 48.36 ft. to a ½ inch capped
rebar set, stamped “RPLS 6578” at the most Northerly Northwest corner of the
herein described tract, FROM which a 5/8 inch aluminum capped rebar found
at an angle point of said U.S. Highway No. 75 bears North 02 deg. 17 min. 36
sec. East, 331.91 ft.;
THENCE North 88 deg. 46 min. 19 sec. East, over and across said Risland Mantua
555.801 ac., a distance of 473.58 ft. to a 1/2 inch rebar found at the most Westerly Northwest
corner of the “called” 60.94 acre tract of land conveyed to LHJH Properties, Ltd., recorded in
Instrument No. 20061003001424620, said Official Public Records, an Ell corner of said
Mantua 555.801 ac. and the most Northerly Northeast corner of the herein described tract;
THENCE South 00 deg. 57 min. 02 sec. East, with a West line of said LHJH Properties “called”
60.94 ac., an East line of said Risland Mantua 555.801 ac., entering the pavement of County Road 374
and continuing with the pavement, a distance of 913.62 ft. to a PK nail set at an angle point;
THENCE South 00 deg. 56 min. 52 sec. East, continuing with the pavement of said County Road
374, a West line of said LHJH Properties “called” 60.94 ac. and an East line of said Risland Mantua
555.801 ac., a distance of 689.52 ft. to a 1/2 inch rebar found at the centerline intersection of said County
Road 374 with Mantua Road, a public road, at the most Westerly Southwest corner of said LHJH
Properties “called” 60.94 ac., at an Ell corner of both said Risland Mantua 555.801 ac. and the herein
described tract;
THENCE South 89 deg. 39 min. 31 sec. East, with the pavement of said Mantua Road, a South
line of said LHJH Properties “called” 60.94 ac. and a North line of said Risland Mantua 555.801 ac.,
leaving the pavement of said Mantua Road and continuing on said course for a distance of 755.15 ft. to a
1/2 inch rebar found at an Ell corner of said LHJH Properties “called” 60.94 ac. and a Northeast corner of
said Risland Mantua 555.801 ac., at the most Easterly Northeast corner of the herein described tract;
THENCE South 01 deg. 06 min. 31 sec. West, with a West line of said LHJH Properties “called”
60.94 ac., an East line of said Risland Mantua 555.801 ac., re-entering of the pavement of said Mantua
Road, continuing with and leaving the pavement of the same and continuing, passing the most Southerly
Southwest corner of said LHJH Properties “called” 60.94 ac. and the Northwest corner of said LHJH
Page 3 of 3
Properties 42.81 ac. and continuing now with a West line of said LHJH Properties 42.81 ac. for a
distance of 2,239.97 ft. to the PLACE OF BEGINNING and containing 92.667 ACRES of land.
_________________________________
Kate A. Wagner, R.P.L.S. No. 6578
September 8, 2022
Revised: February 16, 2023
EXHIBIT A-2-1, A-2-II and A-2-III
Metes and Bounds Descriptions of Liberty 75 Property
1
EXHIBIT A-2-I
MIDDLE TRACT
BEING a tract of land situated in the Henry Smith Survey, Abstract No. 822, City of Anna, Collin County,
Texas, and being a portion of a called 74.451-acre tract of land described in a deed to Liberty 75, LP, as
recorded in Instrument No. 2024000024415 of the Official Public Records of Collin County, Texas, and
being more particularly described by metes and bounds as follows:
COMMENCING at a brass disk TXDOT right of way monument found for the southerly corner of a
visibility clip at the westerly, southwest corner of said 74.451-acre tract, same being on the easterly right
of way line of U. S. Highway 75, a variable width right of way, as described in a called 9.306-acre tract of
land, conveyed to the State of Texas, as recorded in Instrument No. 20170920001260330 of the Official
Public Records of Collin County, Texas;
THENCE in a northerly direction, along the westerly line of said 74.451-acre tract and the easterly right
of way line of said U. S. Highway 75, the following:
North 43°05'07" West, along said visibility clip, a distance of 74.58 feet to a point for corner;
North 01°01'07" West, a distance of 669.59 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears South 84°27’ East, 0.85 feet;
North 05°53'54" East, a distance of 300.13 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears North 04°56’ East, 0.37 feet;
North 06°23'15" East, a distance of 700.16 feet to a brass disk TXDOT right of way monument
found for corner;
North 07°36'56" East, a distance of 123.96 feet to the POINT OF BEGINNING of the herein
described tract;
THENCE North 07°36'56" East, continuing along the westerly line of said 74.451-acre tract and the
easterly right of way line of said U. S. Highway 75, a distance of 976.04 feet to a point for corner, from
which, a found brass disk TXDOT right of way monument bears South 73°31’ East, 1.17 feet;
THENCE North 09°45'02" East, continuing along the westerly line of said 74.451-acre tract and the
easterly right of way line of said U. S. Highway 75, a distance of 94.61 feet to the northwest corner of said
74.451-acre tract, same being on the southeasterly line of a 170’ wide Texas Power & Light Easement as
recorded in Volume 1155, Page 356 & Volume 1306, Page 763, both of the Official Public Records of
Collin County, Texas, from which, a found 1/2-iron rod bears North 07°37’ East, 0.71 feet;
THENCE North 32°09'34" East, departing the easterly right of way line of said U. S. Highway 75, along
the northwest line of said 74.451-acre tract and the southeast line of said 170’ wide Texas Power & Light
Easement, a distance of 52.03 feet to a point for corner;
THENCE North 89°26'28" East, departing the northwest line of said 74.451-acre tract and the southeast
line of said 170’ wide Texas Power & Light Easement, crossing said 74.451-acre tract, a distance of 688.50
feet to a point for corner;
2
THENCE South 00°33'32" East, continuing across said 74.451-acre tract, a distance of 1,102.97 feet to a
point for corner;
THENCE South 89°26'28" West, continuing across said 74.451-acre tract, a distance of 872.33 feet to the
POINT OF BEGINNING and containing 20.064 acres of land, more or less.
1
EXHIBIT A-2-II
NORTH TRACT
BEING a tract of land situated in the Henry Smith Survey, Abstract No. 822, City of Anna, Collin County,
Texas, and being a portion of a called 74.451-acre tract of land described in a deed to Liberty 75, LP, as
recorded in Instrument No. 2024000024415 of the Official Public Records of Collin County, Texas, and
being more particularly described by metes and bounds as follows:
COMMENCING at a brass disk TXDOT right of way monument found for the southerly corner of a
visibility clip at the westerly, southwest corner of said 74.451-acre tract, same being on the easterly right
of way line of U. S. Highway 75, a variable width right of way, as described in a called 9.306-acre tract of
land, conveyed to the State of Texas, as recorded in Instrument No. 20170920001260330 of the Official
Public Records of Collin County, Texas;
THENCE in a northerly direction, along the westerly line of said 74.451-acre tract and the easterly right
of way line of said U. S. Highway 75, the following:
North 43°05'07" West, along said visibility clip, a distance of 74.58 feet to a point for corner;
North 01°01'07" West, a distance of 669.59 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears South 84°27’ East, 0.85 feet;
North 05°53'54" East, a distance of 300.13 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears North 04°56’ East, 0.37 feet;
North 06°23'15" East, a distance of 700.16 feet to a brass disk TXDOT right of way monument
found for corner;
North 07°36'56" East, a distance of 1,100.00 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears South 73°31’ East, 1.17 feet;
North 09°45'02" East, continuing along the westerly line of said 74.451-acre tract and the easterly
right of way line of said U. S. Highway 75, a distance of 94.61 feet to the northwest corner of said
74.451-acre tract, same being on the southeasterly line of a 170’ wide Texas Power & Light
Easement as recorded in Volume 1155, Page 356 & Volume 1306, Page 763, both of the Official
Public Records of Collin County, Texas, from which, a found 1/2-iron rod bears North 07°37’ East,
0.71 feet;
THENCE North 32°09'34" East, departing the easterly right of way line of said U. S. Highway 75, along
the northwest line of said 74.451-acre tract and the southeast line of said 170’ wide Texas Power & Light
Easement, a distance of 52.03 feet to the POINT OF BEGINNING of the herein described tract;
THENCE North 32°09'34" East, continuing along the northwest line of said 74.451-acre tract and the
southeast line of said 170’ wide Texas Power & Light Easement, a distance of 1,273.79 feet to a point for
corner, from which, a 1/2-inch iron rod with an orange cap, stamped “RPLS 6578” bears North 32°09'34"
East, 74.00 feet;
THENCE South 00°33'32" East, continuing across said 74.451-acre tract, a distance of 1,071.69 feet to a
point for corner;
2
THENCE South 89°26'28" West, continuing across said 74.451-acre tract, a distance of 688.50 feet to the
POINT OF BEGINNING and containing 4.469 acres of land, more or less.
1
EXHIBIT A-2-III
SOUTH TRACT
BEING a tract of land situated in the Henry Smith Survey, Abstract No. 822, City of Anna, Collin County,
Texas, and being a portion of a called 74.451-acre tract of land described in a deed to Liberty 75, LP, as
recorded in Instrument No. 2024000024415 of the Official Public Records of Collin County, Texas, and
being more particularly described by metes and bounds as follows:
BEGINNING at a brass disk TXDOT right of way monument found for the southerly corner of a visibility
clip at the westerly, southwest corner of said 74.451-acre tract, same being on the easterly right of way line
of U. S. Highway 75, a variable width right of way, as described in a called 9.306-acre tract of land,
conveyed to the State of Texas, as recorded in Instrument No. 20170920001260330 of the Official Public
Records of Collin County, Texas;
THENCE in a northerly direction, along the westerly line of said 74.451-acre tract and the easterly right
of way line of said U. S. Highway 75, the following:
North 43°05'07" West, along said visibility clip, a distance of 74.58 feet to a point for corner;
North 01°01'07" West, a distance of 669.59 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears South 84°27’ East, 0.85 feet;
North 05°53'54" East, a distance of 300.13 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears North 04°56’ East, 0.37 feet;
North 06°23'15" East, a distance of 700.16 feet to a brass disk TXDOT right of way monument
found for corner;
North 07°36'56" East, a distance of 123.96 feet to a point for corner;
THENCE North 89°26'28" East, departing the westerly line of said 74.451-acre tract and the easterly right
of way line of said U. S. Highway 75, crossing said 74.451-acre tract, a distance of 872.33 feet to a point
for corner;
THENCE South 00°33'32" East, continuing across said 74.451-acre tract, a distance of 1,787.92 feet to the
beginning of a non-tangent curve to the right with a radius of 790.00 feet, a central angle of 04°10'17", and
a chord bearing and distance of South 87°04'49" West, 57.50 feet;
THENCE in a westerly direction, continuing across said 74.451-acre tract, with said non-tangent curve to
the right, an arc distance of 57.52 feet to a point for corner;
THENCE South 89°09'58" West, continuing across said 74.451-acre tract, a distance of 427.84 feet to the
beginning of a tangent curve to the left with a radius of 1,260.00 feet, a central angle of 12°43'32", and a
chord bearing and distance of South 82°48'12" West, 279.27 feet;
THENCE in a westerly direction, continuing across said 74.451-acre tract, with said tangent curve to the
left, an arc distance of 279.85 feet to the beginning of a reverse curve to the right with a radius of 1,139.84
feet, a central angle of 06°32'52", and a chord bearing and distance of South 79°42'50" West, 130.19 feet;
2
THENCE in a westerly direction, continuing across said 74.451-acre tract, with said reverse curve to the
right, an arc distance of 130.26 feet to a point for corner on the westerly line of said 74.451-acre tract and
the easterly right of way line of said U. S. Highway 75;
THENCE North 84°51'36" West, along the westerly line of said 74.451-acre tract and the easterly right of
way line of said U. S. Highway 75, a distance of 61.90 feet to the POINT OF BEGINNING and containing
40.045 acres of land, more or less.
EXHIBIT A-3
Metes and Bounds Description of the Thornton
Property
Exhibit A-3 Thornton Tract
BEING a tract of land situated in the Joseph Britton Survey Survey, Abstract No. 72, Collin
County, Texas, and being all of a called 103-acre tract of land described in a deed to The Thornton
Family Trust, recorded in Instrument No. 20210430000877560, Official Public Records, Collin
County, Texas, and being more particularly described by metes and bounds as follows:
BEGINNING at a 1/2-inch iron rod found for the southeast corner of said 103-acre tract, common
to the westernmost southwest corner of a called 694.344-acre tract of land described as Tract
One in a deed to Liberty 800, LP, recorded in Instrument No. 2023000025691, said Official Public
Records, common to the northwest corner of a called 52.771-acre tract of land described in a
deed to Janis Real Estate, recorded in Instrument No. 2022040000632060, said Official Public
Records, common to the northeast corner of a called 103.991-acre tract of land described in a
deed to Mohammad Ali Monouchehripour, recorded in Volume 5200, Page 5012, Land Records,
Collin County, Texas, same also being in County Road No. 290 (public use right-of-way, no record
found);
THENCE South 89°51'39" West, departing said County Road No. 290 and with the common line
of said 103-acre tract and said 103.991-acre tract, a distance of 1,815.28 feet to a 1/2-inch iron
rod with plastic cap “Illegible” found for the northwest corner of said 103.991-acre tract, common
to the northeast corner of a called 11.000-acre tract of land described in a deed to Mathew T.
Benton, et ux, recorded in Instrument No. 20170316000337930, said Official Public Records;
THENCE South 89°46'58" West, with the common line of said 103-acre tract and said 11.000-
acre tract, a distance of 491.25 feet to a 5/8-inch iron rod with red plastic cap stamped “KHA” set
for the southwest corner of said 103-acre tract;
THENCE North 01°49'44" East, departing the northerly line of said 11.000-acre tract and with the
westerly line of said 103-acre tract and the easterly lines of a called 10.000-acre tract of land
described in a deed to Angela Reston, recorded in Instrument No. 20130816001163630, said
Official Public Records, and a called 45.002-acre tract of land described in a deed to Angela
Reston, recorded in Instrument No. 20130816001163610, said Official Public Records, and
generally along the center of County Road No. 289 (public use right-of-way, no record found), a
distance of 617.13 feet to a PK nail set for corner;
THENCE North 00°56'55" East, continuing with the westerly line of said 103-acre tract and the
easterly line of said 45.002-acre tract, and with the easterly line of a called 25.2172-acre tract of
land described in a deed to Shawn C. & Latricia G. Smith, recorded in Instrument No.
20210112000065970, said Official Public Records, and continuing generally along the center of
said County Road No. 289, a distance of 751.13 feet to a PK nail set for corner;
THENCE North 00°23'27" West, continuing with the westerly line of said 103-acre tract and the
easterly line of said 25.2172-acre tract, and with the easterly line of a called 9.213-acre tract of
land described in a deed to Timothy J. Kennedy and Thomas W. Kennedy, recorded in Instrument
No. 20140814000866610, said Official Public Records, and continuing generally along the center
of said County Road No. 289, a distance of 628.28 feet to a PK nail set for the northwest corner
of said 103-acre tract, common to the southwest corner of a called 105-acre tract of land described
in a deed to The Thornton Family Trust, recorded in Instrument No. 20210430000877690, said
Official Public Records;
THENCE North 89°12'22" East, departing the easterly line of said 9.213-acre tract and said
County Road No. 289, and with the northerly line of said 103-acre tract and the southerly lines of
said 105-acre tract and a called 40-acre tract of land described in a deed to The Thornton Family
Trust, recorded in Instrument No. 20210430000877470, said Official Public Records, and a called
2304.493-acre tract of land described as Tract F in a deed to Risland Mantua, LLC, recorded in
Instrument No. 20180625000783630, said Official Public Records and in Instrument No. 2018-
14251, Official Public Records, Grayson County, Texas, and generally along the center of County
Road No. 1101 (public use right-of-way, no record found), a distance of 2,235.58 feet to a PK nail
set for the northeast corner of said 103-acre tract, common an angle point in the southerly line of
said Tract F, same being on the westerly line of a called 10.669-acre tract of land described in a
deed to Delmore A.M. Church and Joyce Church, recorded in Volume 702, Page 585, said Land
Records, same also being the intersection of said County Road No. 1101 and the aforementioned
County Road No. 290;
THENCE South 01°14'56" East, departing the southerly line of said Tract F and with the common
line of said 103-acre tract and said 10.669-acre tract, and generally along the center of said
County Road No. 290, a distance of 890.33 feet to a PK nail set for the southwest corner of said
10.669-acre tract, common to the westernmost northwest corner of the aforementioned Tract
One, from which a PK nail found for witness bears North 75°05'07” West, 1.12 feet;
THENCE South 01°12'42" East, with the common line of said 103-acre tract and said Tract One,
and continuing generally along the center of said County Road No. 290, a distance of 1,130.95
feet to the POINT OF BEGINNING and containing 4,544,381 square feet or 104.325 acres of
land, more or less.
EXHIBIT A-4
Metes and Bounds Description of the Janis RE
Property
Exhibit A-4 Janis RE Tract
BEING a tract of land situated in the Zachariah Roberts Survey, Abstract No. 760, City of Anna,
Collin County, Texas, and being all of a called 52.771-acre tract of land, described in a Warranty
Deed to Janis Real Estate, recorded in Instrument No. 20220420000632060 of the Official Public
Records of Collin County, Texas, and being more particularly described as follows:
BEGINNING at a 1/2-inch iron rod found in County Road 290, an apparent public use right of
way, no record found, for the northwest corner of said 52.771-acre tract, same being the westerly,
southwest corner of Tract One (called 694.334-acres), described in a deed to Liberty 800, LP,
recorded in Instrument No. 2023000025691 of the Official Public Records of Collin County, Texas
THENCE North 88°29'13" East, departing said County Road 290, along the northerly line of said
52.771-acre tract and a southerly line of said Tract One (called 694.334-acres), passing at a
distance of 22.66 feet, a found 1/2-inch iron rod, passing at a distance of 1,915.36 feet, a found
5/8-inch iron rod, continuing for a total distance of 1,940.95 feet to a point for corner in an
unnamed stream;
THENCE in a southeasterly direction, along a southwesterly line of said Tract One (called
694.334-acres), and along the meanders of said stream, the following:
South 33°10'55" East, a distance of 12.05 feet to a point for corner;
North 77°29'33" East, a distance of 63.05 feet to a point for corner;
South 31°24'12" East, a distance of 45.14 feet to a point for corner;
South 20°44'38" West, a distance of 41.43 feet to a point for corner;
South 51°05'09" East, a distance of 29.42 feet to a point for corner;
South 74°15'03" East, a distance of 25.54 feet to a point for corner;
North 89°23'21" East, a distance of 70.37 feet to a point for corner;
South 23°39'03" East, a distance of 52.95 feet to a point for corner;
South 67°42'02" East, a distance of 33.33 feet to a point for corner;
North 87°34'10" East, a distance of 28.77 feet to a point for corner;
North 72°45'56" East, a distance of 40.53 feet to a point for corner;
North 61°06'37" East, a distance of 35.06 feet to a point for corner;
North 70°57'23" East, a distance of 52.73 feet to a point for corner;
South 45°16'16" East, a distance of 161.75 feet to a point for corner;
South 78°02'53" East, a distance of 43.16 feet to a point for corner;
South 48°41'18" East, a distance of 61.75 feet to a point for corner;
South 26°20'00" East, a distance of 52.30 feet to a point for corner;
South 41°31'56" East, a distance of 71.58 feet to a point for corner;
South 61°04'09" East, a distance of 43.45 feet to a point for corner;
South 74°50'18" East, a distance of 51.31 feet to a point for corner;
South 67°40'27" East, a distance of 74.73 feet to a point for corner;
North 78°02'05" East, a distance of 27.52 feet to a point for corner;
North 55°10'00" East, a distance of 27.35 feet to a point for corner;
South 43°24'18" East, a distance of 52.01 feet to a point for corner;
South 11°56'26" East, a distance of 54.70 feet to a point for corner;
South 35°23'19" East, a distance of 27.58 feet to a point for corner;
North 76°58'39" East, a distance of 33.36 feet to a point for corner;
South 74°58'05" East, a distance of 33.79 feet to a point for corner;
North 84°50'03" East, a distance of 47.01 feet to a point for corner;
South 67°01'29" East, a distance of 30.31 feet to a point for corner;
South 25°25'26" East, a distance of 47.54 feet to a point for corner;
South 83°06'16" East, a distance of 148.71 feet to a point for corner;
South 27°26'38" East, a distance of 22.31 feet to a point for corner;
South 20°24'50" West, a distance of 33.05 feet to a point for corner;
South 81°00'45" West, a distance of 25.03 feet to a point for corner;
South 22°14'44" West, a distance of 25.85 feet to a point for corner;
South 71°22'19" East, a distance of 21.59 feet to a point for corner;
South 17°12'14" East, a distance of 18.36 feet to a point for corner;
South 43°03'46" West, a distance of 28.01 feet to a point for corner;
South 77°43'43" West, a distance of 16.69 feet to a point for corner;
South 53°06'48" West, a distance of 15.77 feet to a point for corner;
South 13°04'46" East, a distance of 18.22 feet to a point for corner;
South 86°18'51" East, a distance of 19.60 feet to a point for corner;
North 64°02'23" East, a distance of 41.91 feet to a point for corner;
South 87°03'39" East, a distance of 12.89 feet to a point for corner;
South 44°49'18" East, a distance of 31.14 feet to a point for corner;
South 72°20'36" East, a distance of 44.01 feet to a point for corner;
South 10°24'46" East, a distance of 17.30 feet to a point for corner;
South 50°40'12" West, a distance of 42.51 feet to a point for corner;
South 26°45'33" West, a distance of 14.91 feet to a point for corner;
South 22°54'12" East, a distance of 86.03 feet to a point for corner;
North 68°54'13" East, a distance of 27.87 feet to a point for corner;
South 83°50'31" East, a distance of 22.51 feet to a point for corner;
South 55°20'43" East, a distance of 26.96 feet to a point for corner;
South 30°12'42" West, a distance of 86.18 feet to a point for corner;
South 18°54'48" East, a distance of 46.25 feet to a point for corner;
South 70°40'03" East, a distance of 3.83 feet to the southeast corner of said 52.771-acre
tract, same being on the northerly line of a called 48.900-acre tract of land described in a
deed to Donna Gail Peeler, recorded in Volume 4972, Page 5535 of the Land Records of
Collin County, Texas;
THENCE South 88°38'34" West, departing said stream, along the southerly line of said 52.771-
acre tract and the northerly line of said 48.900-acre tract, a distance of 1,014.81 feet to a 1/2-inch
iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found for a southwest corner of
said 52.771-acre tract;
THENCE North 05°10'28" East, departing the northerly line of said 48.900-acre tract and along
an easterly line of said 52.771-acre tract, a distance of 536.25 feet to a 5/8-inch iron rod with a
plastic cap, stamped “NTS” found for a corner;
THENCE South 88°39'14" West, along a southerly line of said 52.771-acre tract, a distance of
644.48 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found
for corner;
THENCE South 03°09'12" East, along an easterly line of said 52.771-acre tract, a distance of
467.12 feet to a 1/2-inch iron rod with an unreadable plastic cap found for corner;
THENCE South 88°38'34" West, along a southerly line of said 52.771-acre tract, a distance of
1,253.06 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner;
THENCE North 00°58'35" West, along an easterly line of said 52.771-acre tract, a distance of
606.39 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner;
THENCE South 89°01'25" West, along a southerly line of said 52.771-acre tract, a distance of
455.00 feet to a MAG Nail found for the westerly, southwest corner of said 52.771-acre tract,
same being in aforesaid County Road 290;
THENCE North 00°58'35" West, along the westerly line of said 52.771-acre tract and along said
County Road 290, a distance of 389.53 feet to the POINT OF BEGINNING and containing 52.750
acres (2,297,787 square feet) of land, more or less.
EXHIBIT A-5
Metes and Bounds Description of the Janis Property
Exhibit A-5 Jay and Irene Janis Tract (16 ac)
BEING a tract of land situated in the Zachariah Roberts Survey, Abstract No. 760, City of Anna,
Collin County, Texas, and being a portion of a called 68.835-acre tract of land, described in a
Warranty Deed, recorded in County Clerk’s File No. 96-0069284 of the Official Public Records of
Collin County, Texas, and being more particularly described as follows:
BEGINNING at a MAG nail found in County Road 290, an apparent public use right of way, no
record found, for the southwest corner of said 52.771-acre tract, same being the northwest corner
of a called 48.900-acre tract of land described in a deed to Donna Gail Peeler, recorded in Volume
4972, Page 5535 of the Land Records of Collin County, Texas;
THENCE North 00°58'35" West, along the westerly line of said 68.835-acre tract and along said
County Road 290, a distance of 675.42 feet to a MAG Nail found for the westerly, southwest
corner of a called 52.771-acre tract of land, described in a Warranty Deed to Janis Real Estate,
recorded in Instrument No. 20220420000632060 of the Official Public Records of Collin County,
Texas;
THENCE North 89°01'25" East, departing the westerly line of said 68.835-acre tract and said
County Road 290, along a southerly line of said 52.772-acre tract, a distance of 455.00 feet to a
5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner;
THENCE South 00°58'35" East, along an easterly line of said 52.771-acre tract, a distance of
606.39 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner;
THENCE North 88°38'34" East, along a southerly line of said 52.771-acre tract, a distance of
1,253.06 feet to a 1/2-inch iron rod with an unreadable plastic cap found for corner;
THENCE North 03°09'12" West, along an easterly line of said 52.771-acre tract, a distance of
467.12 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found
for corner;
THENCE North 88°39'14" East, along a southerly line of said 52.771-acre tract, a distance of
644.48 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner;
THENCE South 05°10'28" West, along an easterly line of said 52.771-acre tract, a distance of
536.25 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found
for a southwest corner of said 52.771-acre tract, same being on the southerly line of said 68.835-
acre tract and the northerly line of said 48.900-acre tract;
THENCE South 88°38'34" West, along the southerly line of said 68.835-acre tract and the
northerly line of said 48.900-acre tract, a distance of 2,277.35 feet to the POINT OF BEGINNING
and containing 16.348 acres (712,115 square feet) of land, more or less.
EXHIBIT B
Depiction of the Property
LIBERTY HILLS - ANNA, TEXASJANUARY 2024
ZONING DISTRICT MAP - EXHIBIT B
EXISTING
LAKE
EXISTING GOLF
EXISTING
LAKE
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY DETACHED
GARDEN HOME
ALLOWED USES:
MU, MF, C-1, C-2
ALLOWED USES:
C-1, C-2
ALLOWED USES:
C-1, C-2, MU
ALLOWED USES:
C-1, C-2, I-1, I-2, MF, MU
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY DETACHED
GARDEN HOME,
MD-SINGLE-FAMILY ATTACHED,
DUPLEX, MF
ALLOWED USES:
C-1, C-2, MF, MU
ALLOWED USES:
MF, C-1, C-2, MU
ALLOWED USES:
C-1, C-2, MF, MU
ALLOWED USES:
C-1, C-2, MF, MU,
I-1, I-2
ALLOWED USES:
C-1, C-2, MF, MU,
I-1, I-2
ALLOWED USES:
MF, C-1, C-2, MU
ALLOWED USES:
MF, C-1, C-2, MU
ALLOWED USES:
I-1, I-2. C-1, C-2,
MF, MU
ALLOWED USES:
C-1, C-2
ALLOWED USES:
MF, MU, C-1, C-2
ALLOWED USES:
C-1, C-2, I-1, I-2,
MF, MU
ALLOWED USES:
MU, MF, C-1, C-2
ALLOWED USES:
C-1, C-2
ALLOWED USES:
C-1, C-2, I-1, I-2
ALLOWED USES:
C-1, C-2, MU
ALLOWED USES:
C-1, C-2, I-1, I-2, MF, MU
ALLOWED USES:
C-1, C-2, MF, MU
ALLOWED USES:
MF, C-1, C-2, MU
ALLOWED USES:
C-1, C-2, MF, MU
ALLOWED USES:
MF, C-1, C-2, MU
ALLOWED USES:
I-1, I-2. C-1, C-2,
MF, MU
ALLOWED USES:
C-1, C-2
ALLOWED USES:
MF, MU, C-1, C-2
EXISTING GOLF
AMENITY
CENTER
ALLOWED USES:
C-1, C-2, MF, MU, MD
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN
HOME
AMENITY
CENTER
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
0’
Scale: 1”= 400’
800’1600’400’0’
Scale: 1”= 400’
800’1600’400’
GOLF EXTENSIONGOLF EXTENSION
US-75 NUS-75 NUS-75 NALLOWED USES:
C-1, C-2, I-1, I-2
ALLOWED USES:
C-1, C-2, I-1, I-2,
MF, MU
ALLOWED USES:
C-1, C-2, MF, MU,
I-1, I-2
ALLOWED USES:
C-1, C-2, MF, MU,
I-1, I-2
EXHIBIT C
Illustrative Layout
LIBERTY HILLS - ANNA, TEXASJANUARY 2024
0’
Scale: 1”= 400’
800’1600’400’
(1.8 AC)
(5.2 AC)
(6.5 AC)
(28.8 AC)
(25.5 AC)
EXISTING
LAKE
(8.8 AC)
OPEN
SPACE
(22.1 AC)
(8.47 AC)
(17.0 AC)
(44.0 AC)
GOLF EXTENSION
EXISTING GOLF
(33.1 AC)
(20.0 AC)
(40.0 AC)
(25.5 AC)
(5.3 AC)
(5.8 AC)
(51.3 AC)
(65.2 AC)
(15.0 AC)
(14.4 AC)
(31.8 AC)
(15.8 AC)
(52.8 AC)
(16.1 AC)
EXISTING
LAKE
FIRE STATION (4.1 AC)
GOLF EXTENSION
EXISTING GOLF
ILLUSTRATIVE LAYOUT - EXHIBIT E
(22.1 AC)
(22.9 AC) (12.8 AC) (11.0 AC)
(53.1 AC)
(8.65 AC)
(2.3 AC)
(2.6 AC)
(13.8 AC)
EXISTING
LAKE
OPEN
SPACE
GOLF EXTENSION
EXISTING GOLF
US-75 NUS-75 NUS-75 N0’
Scale: 1”= 400’
800’1600’400’
(1.8 AC)
(5.2 AC)
(6.5 AC)
(28.8 AC)
(25.5 AC)
EXISTING
LAKE
(8.8 AC)
OPEN
SPACE
(22.1 AC)
(8.47 AC)
(17.0 AC)
(44.0 AC)
GOLF EXTENSION
EXISTING GOLF
(33.1 AC)
(20.0 AC)
(40.0 AC)
ROSAMOND
CROSSING
(25.5 AC)
(5.3 AC)
(5.8 AC)
(51.3 AC)
(65.2 AC)
(15.0 AC)
(14.4 AC)
(31.8 AC)
(15.8 AC)
(52.8 AC)
(16.1 AC)
EXISTING
LAKE
GOLF EXTENSION
EXISTING GOLF
(22.1 AC)
(22.9 AC) (12.8 AC) (11.0 AC)
(53.1 AC)
(8.65 AC)
(2.3 AC)
(2.6 AC)
AMENITY CENTER
(13.8 AC)
EXISTING
LAKE
OPEN
SPACE
GOLF EXTENSION
EXISTING GOLF
US-75 NUS-75 NUS-75 NC
EXHIBIT D
Development Standards
1
EXHIBIT D
DEVELOPMENT REGULATIONS FOR LIBERTY HILLS
The permitted uses and standards for development of the Property shall be in accordance with the Single-
Family Residential District (SF-8.4), Single-Family Residential District (SF-7.2), Single-Family
Residential District (SF-6.0), Mixed-Density Residential District (MD - Single-Family Garden Home,
Single-Family Attached, Single-Family Duplex), Multi-Family Residential District (MF), Local
Commercial District (C-1), Regional Commercial District (C-2), Mixed-Use District (MU), Light Industrial
District (I-1), and Heavy Industrial District (I-2) of the Zoning Ordinance and applicable City Regulations,
except as amended and modified in these Development Regulations and this Agreement including without
limitation the City’s Planning and Development Regulations.
Disclaimer: Zoning Ordinance modifications set forth herein are specifically related to the Property
associated with this Development Agreement and shall not apply to any additional areas within or outside
of the city limits.
Illustrative Layout; Conflicts and Terms.
1. Development shall generally comply with Exhibit C – “Illustrative Layout”. Where there is a
conflict between the Illustrative Layout and these Development Regulations, these
Development Regulations shall control.
2. Changes to the Illustrative Layout which do not significantly alter the basic relationship of the
proposed single-family development area to adjacent property and which do not significantly
alter the uses permitted or significantly increase the density, building height, or coverage of the
site and which do not significantly decrease the off-street parking ratio, reduce the yards
provided at the boundary of the site, all as indicated in these Development Regulations, may
be authorized by the Director of Development Services or his/her designee when the revised
Concept Plan generally conforms to the intent of the original Planned Development.
Significant changes to the Illustrative Plan shall be approved by City Council. A Concept Plan
will be required as part of the zoning process and be approved by City council. Where there is
a conflict between the Illustrative Layout and the Concept Plan, the concept Plan shall control.
3. These Development Regulations and the City’s Ordinances in effect at the time these
Development Regulations were prepared shall control development of the project. Where there
is a conflict between these Development Regulations and the City’s Zoning Ordinance, these
Development Regulations shall control. Upon approval of a Planned Development District in
accordance with these Development Regulations, the Planned Development shall control.
4. Terms that are not defined in these Development Regulations shall have the meanings ascribed
to such terms in the City’s Zoning Ordinance or the Development Agreement, as applicable.
When there is a conflict between the City’s Zoning Ordinance and the Development
2
Agreement, the Development Agreement shall control.
5. Allowable land uses are identified on Exhibit B – “Zoning District Map” of the Development
Agreement.
6. Multi-family residential units shall be setback a minimum of 200’ from the approximate
centerline of U.S. Highway 75. Single-family residential uses shall be setback a minimum of
800’ from the approximate centerline of U.S. Highway 75.
A. Multi-family residential includes multi-family dwellings and dwellings within
mixed-use buildings, and live-work units,
B. Single-family uses include attached and detached single-family dwellings, two
family dwellings, single-unit or duplex-unit park, and townhome units.
7. Maximum number of residential units (combined total of S-8.4, SF-7.2, SF-6.0, MF, MD, and
MU districts): 5,000 units.
A. Maximum number of MF and MU units 60%
B. Maximum number of Single-Family and MD units 40%
i. Maximum number of MD units 30%
ii. Maximum number of SF-6.0 units 45%
iii. Minimum number of SF-7.2 units 20%
iv. Minimum number of SF-8.4 units 58
Lot sizes may be mixed within each area to provide additional options and character to the project.
8. Fencing:
A. All fences backing or siding onto Standridge Boulevard, Mantua Parkway, CR 290
and CR 289 shall be solid masonry construction.
B. All fences backing or siding on to creek corridors (greenbelts), linear park areas,
or open space areas shall be ornamental metal fences, such as wrought iron or tubular
steel. All wood privacy fencing between residences shall be at least six feet in height.
Wood fencing shall be stained and sealed. Plastic and chain link fencing is prohibited.
C. All fences backing or siding on to pocket parks, common areas and the project
perimeter shall be uniform wood (board on board) construction measuring at least six
feet in height.
D. Allowable fencing materials are further identified on Exhibit D-1– “Fence Exhibit”
of these Development Standards.
9. A minimum 20-foot-wide common area tract to be owned and maintained by the homeowners’
association will be required along both sides of Mantua Parkway, Standridge Boulevard, CR
290 and CR 289 as shown on the Illustrative Layout. Within the 20-foot-wide common area
tract, Developer shall be required to plant one large tree (minimum of three-inch caliper and
3
seven feet height at the time of planting) per 50 linear feet of screening wall and one ornamental
tree per 30 feet of screening wall. Trees may be grouped or clustered to facilitate site design.
10. Private Amenities:
A. The creek corridors (greenbelts), pocket parks, and linear park areas shall be
provided in the general locations shown on the Illustrative Layout; provided, however,
that the final locations of the greenbelt, pocket parks and linear park areas shall be
determined at the time of Concept Plan approval and may be approved in phases per
platting approval. The Director of Development Services or his/her designee is
authorized to administratively approve modifications to the locations of the creek
corridors, pocket parks and linear park areas during the platting stage or the permitting
stage. Developer may receive credit against Park Development and Park Dedication
Fees for these areas as set forth in the Development Agreement.
B. The location of the trail system shall be in general conformance with the
Illustrative Layout; provided, however, that the final locations of the trail system
shall be determined at the time of civil engineering plan approval and may be
approved in phases per platting approval. The Director of Development Services or
his/her designee is authorized to administratively approve modifications to the
locations of the trail system during the platting stage or the permitting stage.
C. Two private amenity center facilities shall be provided as part of the single-
family development in the general locations shown on the Illustrative Layout.
11. Public Parks and Amenities:
A. The creek corridors (greenbelts), linear park areas and trail system shown on the
Illustrative Layout shall be accessible and open to the general public. Upon approval
of the Park Board, City Council, and City staff of park land dedication documents and
construction plans for park amenities and trail system improvements in-line with the
Anna 2050 Parks, Open Space, Trails, & Recreation Master Plan, the Developer will
receive credit against Park Development and Park Dedication Fees for these areas as
set forth in the Development Agreement.
12. Infrastructure Improvements: As shown on the Illustrative Layout Mantua Parkway shall be
dedicated with a 120’ R.O.W. as a 6 lane divided principal arterial; Rosamond Parkway shall
be dedicated with a 120’ R.O.W. as a 6 lane divided principal arterial; Standridge Parkway
shall be dedicated with a 90’ R.O.W. as a 4 lane divided arterial; Buddy Hayes Boulevard,
between Rosamond Parkway and Mantua Parkway, shall be dedicated with an 80’ R.O.W. as
a 4 lane undivided arterial; Buddy Hayes Boulevard, north of Mantua Parkway, shall be
dedicated with an 80’ R.O.W. as a 4 lane undivided arterial; CR 289 shall be dedicated with a
120’ R.O.W. as a 6 lane divided principal arterial; CR 290 shall be dedicated with a 60’ R.O.W.
4
as a 2 lane undivided minor collector; and CR 371, west of Buddy Hayes Boulevard, shall be
dedicated with a 60’ R.O.W. as a 2 lane undivided minor collector.
5
ARTICLE 9.02 SUBDIVISION REGULATIONS
(For the purpose of this document, Deletions of certain regulation provisions that are not applicable are
indicated in strikethrough text and Additions or Changes (i.e., added or revised development standards that
are in addition to or differ from existing regulation provisions) are indicated with Green text.)
1. Sec. 9.02.086 Sidewalks
(a) Provided in Residential and Nonresidential Areas
(1) Pedestrian concrete walkways (sidewalks) not less than the following width shall
be provided along both sides of newly constructed streets as follows:
Street Type Sidewalk Width
Arterial 6 feet
Divided and undivided collector 6 feet
Neighborhood collector 6 feet
Local residential 6 feet 5 feet
(2) Construction standards for sidewalks shall be as set forth in the City’s design
standards.
(3) Concrete trails identified on the Illustrative Layout shall be 10 feet wide.
6
ARTICLE 9.03 DESIGN STANDARDS
1. Sec. 2 Streets
Table 2.1 GEOMETRIC DESIGN STANDARDS
Design
Element
Principal
Arterial
Divided
Minor
Arterial
Divided
Minor
Arterial
Undivided
Major
Collector
Undivided
Minor
Collector
Undivided
Local
Number of
Traffic Lanes
6 4 4 4 2 2
Maximum
Lane Width
(Feet)
12 12 12 11 11+ 15
Minimum RW
Width *
(Feet)
120 90 80 80 60 50
Design Speed
(MPH)
45 40 40 40 35 25
Stopping Sight
distance (Feet)
400 325 325 325 325 325
Median Width
** (Feet)
16 14 14 - - -
Minimum
Lateral
Clearance
(feet)
6 6 6 6 6 -
Parking
Permitted
No No No No Com. Some /
Res. Yes
Res. Yes
Minimum
Horizontal
Centerline
Curvature
(Feet)
1200 850 850 Com. 700
Res. 600
Com. 500
Res. 350
Res. 200
Elbow 50’
* RIGHT-OF-WAY REQUIREMENTS FOR STATE HIGHWAY AND/OR THE PROVISION OF RIGHT
TURN LANES OR OTHER INTERSECITON IMPROVMEENTS MAY EXCEED THIS MINIMUM RW
STANDARDS.
** LARGER MEDIANS MAY BE REQUIRED TO PROVDE FOR MULTIPLE TURN LANES.
*** LOCAL RESIDNETIAL CULD-DE-SACS SHALL HAVE A MINIMUM RW RADIUS OF FIFTY FEET
(50’).
7
ARTICLE 9.04 ZONING ORDINANCE
1. Sec. 9.04.014 Single-Family Residential (SF-8.4) District
(c) Dimensional Standards. Development in the Single-Family Residential (SF-8.4) district
shall follow Table 7: Single-Family Residential (SF-8.4) District Dimensional Standards.
Table 7: Single-Family Residential (SF-8.4) District Dimensional Standards
Single-Family Residential (SF-8.4) District Dimensional Standards
Lot Requirements
A Lot Area (min.) 8,400square feet 1
B Lot Width (min.) 70 feet
C Lot Depth (min.) 120 feet 1
D Lot Coverage (max.) 50% 65%1
Setback Requirements
E Front Yard (min.) 15 feet 2
F Rear Yard (min.) 20 feet 3
G Side Yard (min.) 7 5 feet
H Corner Side Yard (min.) 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage4
100% - 2,200 sf
50% - 2,800 sf
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
1 For lots located in cul-de-sacs or at knuckles lot area shall be reduced to 7,000
square feet; lot depth shall be reduced to 100 feet; and lot coverage shall be
increased to 70%.
2 Front facing garage doors shall be no closer than 20 feet from the front
property line.
3 Covered, non-enclosed patios may encroach up to 5’.
4 Minimum Building Square Footage shall mean the net internal building square
footage of air-conditioned interior space.
8
2. Sec. 9.04.015 Single-Family Residential (SF-7.2) District
(c) Dimensional Standards. Development in the Single-Family Residential (SF-7.2) district
shall follow Table 8: Single-Family Residential (SF-7.2) District Dimensional Standards.
Table 8: Single-Family Residential (SF-7.2) District Dimensional Standards
Single-Family Residential (SF-7.2) District Dimensional Standards
Lot Requirements
A Lot Area (min.) 7,200 square feet 1
B Lot Width (min.) 60 feet
C Lot Depth (min.) 120 feet 1
D Lot Coverage (max.) 50% 60% 1
Setback Requirements
E Front Yard (min.) 15 feet 2
F Rear Yard (min.) 20 feet 3
G Side Yard (min.) 5 feet
H Corner Side Yard (min.) 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage4
100% - 1,800 sf
75% - 2,200 sf
50% - 2,400 sf
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
1 For lots located in cul-de-sacs or at knuckles lot area shall be reduced to 7,000
square feet; lot depth shall be reduced to 100 feet; and lot coverage shall be
increased to 70%.
2 Front facing garage doors shall be no closer than 20 feet from the front
property line.
3 Covered, non-enclosed patios may encroach up to 5’.
4 Minimum Building Square Footage shall mean the net internal building square
footage of air-conditioned interior space.
9
3. Sec. 9.04.016 Single-Family Residential (SF-6.0) District
(c) Dimensional Standards. Development in the Single-Family Residential (SF-6.0) district
shall follow Table 9: Single-Family Residential (SF-6.0) District Dimensional Standards.
Table 9: Single-Family Residential (SF-6.0) District Dimensional Standards
Single-Family Residential (SF-6.0) District Dimensional Standards
Lot Requirements
A Lot Area (min.) 6,000 square feet 1
B Lot Width (min.) 50 feet
C Lot Depth (min.) 120 feet 1
D Lot Coverage (max.) 50% 65% 1
Setback Requirements
E Front Yard (min.) 20 15 feet 2
F Rear Yard (min.) 20 feet 3
G Side Yard (min.) 5 feet
H Corner Side Yard (min.) 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage4
100% - 1,700 sf
75% - 2,000 sf
50% - 2,200 sf
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
1 For lots located in cul-de-sacs or at knuckles lot area shall be reduced to 7,000
square feet; lot depth shall be reduced to 100 feet; and lot coverage shall be
increased to 70%.
2 Front facing garage doors shall be no closer than 20 feet from the front
property line.
3 Covered, non-enclosed patios may encroach up to 5’.
4 Minimum Building Square Footage shall mean the net internal building square
footage of air-conditioned interior space.
10
4. Sec. 9.04.017 Mixed-Density Residential (MD) District
(c) Dimensional Standards. Development in the Mixed-Density Residential (MD) district
shall follow Table 10: Mixed-Density Residential (MD) District Single-Family Garden
Home, Single-Family Attached, Duplex Dimensional Standards.
Table 10: Mixed-Density Residential (MD) District Dimensional Standards
Mixed-Density Residential (MD) District Single-Family Garden Home
Dimensional Standards
Lot Requirements
A Lot Area (min.) 4,500 4,800 square feet
B Lot Width (min.) 25 feet
C Lot Depth (min.) 80 feet
D Lot Coverage (max.) 60% 70%
Setback Requirements
E Front Yard (min.) 10 15 feet 1
F Rear Yard (min.) 10 20 feet 2
G Side Yard (min.) 5 feet
H Corner Side Yard (min.) 10 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage 3
100% - 1,500 sf
75% - 1,800 sf
50% - 2,000 sf
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
11
Mixed-Density Residential (MD) District Single-Family Attached
Dimensional Standards
Lot Requirements
A Lot Area (min.) 4,500 2,400 square feet per unit
B Lot Width (min.) 25 feet
C Lot Depth (min.) 80 70 feet
D Lot Coverage (max.) 60% 70%
Setback Requirements
E Front Yard (min.) 10 15 feet 1
F Rear Yard (min.) 10 15 feet 2
G Side Yard (min.) 5 0 feet / 10 feet between buildings or
10 feet for each end-unit lot
H Corner Side Yard (min.) 10 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage 3
1,800 square feet per unit
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
Mixed-Density Residential (MD) District Duplex
Dimensional Standards
Lot Requirements
A Lot Area (min.) 4,500 2,400 square feet per unit
B Lot Width (min.) 25 feet
C Lot Depth (min.) 80 feet
D Lot Coverage (max.) 60%
Setback Requirements
E Front Yard (min.) 10 15 feet 1
F Rear Yard (min.) 10 15 feet 2
G Side Yard (min.) 5 0 feet / 10 feet between buildings
H Corner Side Yard (min.) 10 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage 3
1,500 square feet per unit
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
1 Front facing garage doors shall be no closer than 20 feet from the front
property line.
2 Covered, non-enclosed patios may encroach up to 5’.
3 Minimum Building Square Footage shall mean the net internal building square
12
footage of air-conditioned interior space.
5. Sec. 9.04.018 Multi-Family Residential (MF) District
(c) Dimensional Standards. Development in the Multi-Family Residential (MF) district shall
follow Table 11: Multi-Family Residential (MF) District Dimensional Standards.
Table 11: Multi-Family Residential (MF) District Dimensional Standards
Multi-Family Residential (MF) District Dimensional Standards
Lot Requirements
A Lot Area (min.) 5,000 square feet
B Lot Width (min.) 50 feet
C Lot Depth (min.) 120 90 feet
D Lot Coverage (max.) 50% 90%
Setback Requirements
E Front Yard (min.) 25 feet
F Rear Yard (min.) 20 feet
G Side Yard (min.) 10 5 feet
H Corner Side Yard (min.) 25 feet
Building Requirements
I Building Height (max.) 70 feet
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
(d) Special Regulations.
1. Minimum lot areas for attached single-family and two-family dwellings shall be
2,400 square feet per dwelling unit.
2. Lot width for a lot containing attached single-family and two-family dwellings shall
be no less than 20 feet per ground floor unit plus side yard requirements.
3. No lot containing multi-family dwelling units shall contain less than 10,000 5,000
square feet.
4. No lot containing a Single-Unit or Duplex Unit Park shall contain less than 20,000
10,000 square feet.
5. No building in a Single-Unit or Duplex Unit Park, attached single-family dwelling,
two-family dwelling, or Townhome Unit shall exceed a height of 35 65 feet.
6. Any building with multiple stories and greater than 35 45 feet tall shall comply with
the regulations specified in Sec. 9.04.041(h).
7. When a multi-family dwelling exceeds one story in height, automatic sprinkler
system shall be installed in accordance with existing fire codes and each building
shall have two points of entry or exit.
8. The maximum density for a multi-dwelling is 25 units per acre.
9. The maximum density for a Townhome Unit or Single-Unit or Duplex Unit Park is
12 18 units per acre.
10. The corner side yard for “key lots” shall meet the minimum front yard setback
requirements.
13
6. Sec. 9.04.025 Thoroughfare Overlay (THOR) District
(c) Dimensional Standards.
(1) Building lots along a highway, as designated by the Master Thoroughfare Plan, shall
be a minimum of 0.75 one acre.
(2) The nonresidential minimum lot width is 60100 feet.
(3) The nonresidential minimum front yard setback is 50 feet (for front yards facing the
thoroughfare).
7. Sec. 9.04.028 Use Table
Table 19: Use Table
Land Use MF MU DT
ND
Use-Specific
Standards
Parking Standards
Multi-Family
Dwelling
P P S Sec.
9.04.029(c)
1/1 BRU; 2/2 & 3 BRU +0.25/Unit
for visitors (50 25% of required
parking is covered, not including
visitor parking)
Land Use I-1 I-2 Use-Specific
Standards
Parking Standards
Self Storage
(Mini-
Warehouse)
P Sec. 9.04.035(b) 1/30 storage units
1/20,000 gross floor area
(at least 5 spaces
required)
Land Use
SF8.4 SF-
7.2
SF-
6.0
MD MF C-1 C-2 MU I-1 I-2
Radio, TV, or
Microwave
Operations,
Commercial
S S S S S P S P S P S P S P S P S P
8. Section 9.04.041 Dimensional Regulations
(h) Stepback Regulations
(1) Stepback regulations apply to all new building construction and all additions with
multiple stories and a height greater than 35 45 feet located adjacent to residential
zoning districts (SF-8.4, SF-7.2, SF-6.0, & MD) and existing single-family uses but
do not apply when an improved public street or railroad right-of-way separates the
new building construction from the existing residential zoning district or single-
family residential use.
14
(2) A 25-foot stepback applies for each additional story after the second third story
exceeding 35 45 feet in height (See Figure 7: Stepback Exhibit).
9. Section 9.04.042 Site Design Requirements
(c) Single-Family and Two-Family Residential Standards.
(5) House Repetition.
(A) Within residential developments, single-family and two-family dwellings with
substantially identical exterior elevations can only repeat every four (4) lots when
fronting the same right-of-way including both sides of the street.
(B) Homes side by side or across the street within one house (directly across the street
or “caddy corner’ across the street) shall not have substantially identical exterior
elevations.
(6) Building Materials
(A) Exteriors. The exterior of each primary residence on a Lot shall be constructed in
accordance with the Building Material Guidelines table below.
(B) “Masonry” may include brick or stone stacked and mortared in place (stone means
granite, limestone, marble, or other naturally occurring stone), stucco consisting of
exterior Portland cement, hand-applied in three coats to a minimum thickness of
three-quarters of an inch (3/4”), concrete tilt-wall or other concrete finish
techniques, or other similar products. For all exterior plan types, cementitious
siding products may be used in areas where it is not structurally feasible to support
brick or stone.
Building Material Guidelines
First Floor
A minimum of 85 percent masonry is required. The
front and sides of each elevation must be masonry,
with only the rear to have other materials. Rear
masonry is required on any house that backs to
Mantua Parkway or Standridge Parkway.
Front Elevation
In addition, second floor side elevations shall have
the masonry turn the corner and continue a minimum
of two (2) feet on interior lots and four (4) feet on
corner lots, unless the sidewall is over a roof.
15
Masonry Materials
o Brick
▪ Brick shall meet specifications established by the Brick Institute of America.
▪ Concrete brick is not allowed.
▪ Jumbo bricks are not allowed.
o Mortar Joints
▪ Mortar joints shall be tooled; no “slump” joints are permitted.
Non-Masonry Materials
o Siding
▪ Siding material may be cementitious Hardie-Plank or fiber planking.
▪ Plywood, particle board and vinyl are prohibited.
o Trim/Wood
▪ All trim and wood shall be smooth and painted or stained.
▪ Stained wood must be sealed.
o Metal
▪ Exposed metals must be anodized aluminum, bronze, copper or painted
galvanized steel.
Exclusions. Roofs, eaves, dormers, soffits, windows, gables, doors, garage doors,
decorative trim, and trim work are not required to be constructed of masonry.
Prohibited Elements. Highly reflective finishes on exterior surfaces (other than non-
mirrored glass or on surfaces of hardware fixtures). Mirrored glass.
(7) Roofs & Chimneys
(A) Accepted Roof Materials. Roofing materials shall be limited to architectural
shingles of weathered wood or black colored, non-reflective metal, clay, tile or
architectural composition shingles with a minimum rating of 30 years. All shingles
must meet or exceed applicable local, FEMA, FHA and VA regulations. No three-
tab shingles are permitted.
(B) Chimneys. Chimney style must be appropriate for the style of the home and may
be brick or other masonry matching with the same permitted colors and materials
as permitted on the body of the house; provided however, that any chimney located
on the interior portion of the roof may also include cementitious materials solely
or in addition to the brick or other masonry. If a chimney or fireplace chase is
located on the side of a residence, then it is required to be constructed of masonry.
(8) Gutters/Downspouts/Drains
(A) All residences shall be constructed with gutters and downspouts. Gutters and
downspouts shall match the color of the existing trim of the residence. Downspout
drains shall be placed to convey stormwater in accordance with the grading and
drainage plans for the lot and the development.
16
(9) Floor Plate
(A) The minimum Plate height for the first floor shall be nine (9) feet; 8 -ft floor plate
along a side elevation that are disguised across the front elevation and that “pop-
up” to 9-feet within the residence is allowed. In addition, the minimum combined
plate height for two story elevations shall not be less than eighteen (18) feet.
(10) Landscape
(A) A minimum of two (2) trees is required per lot. All introduced vegetation shall be
trees, shrubs, vines, ground covers, seasonal flowers or sodded grasses that are
commonly used in North Texas for landscaping purposes. Landscape borders shall
be constructed with steel edging, bender board or mortared masonry that is
comparable to the masonry of the home.
(11) Screening and Placement
(A) Mechanical equipment, trash receptacles, equipment, wood piles and other
miscellaneous outdoor storage must be visually screened from public view and
neighboring Lots by a solid screening wall/fence or landscaping sufficient for
screening.
(d) Multi-Family Residential Standards
(1) Building Materials
(A) The exterior of each multi-family building shall be a minimum of:
a. 80 percent masonry on the front façade of the first floor
b. 70 percent on the side façade of the first floor
c. 30 percent on the rear façade of the first floor
d. 25 percent on all facades for all other floors
(B) “Masonry” may include brick or stone stacked and mortared in place
(stone means granite, limestone, marble, or other naturally occurring
stone), stucco consisting of exterior Portland cement, hand-applied in
three coats to a minimum thickness of three-quarters of an inch (3/4”), or
other concrete finish techniques, or other similar products. For all
exterior plan types, cementitious siding products may be used in areas
where it is not structurally feasible to support brick or stone.
(C) Brick
a. Brick shall meet specifications established by the Brick Institute
of America.
b. Concrete brick is not allowed.
(D) Mortar Joints
a. Mortar joints shall be tooled; no “slump” joints are permitted.
(E) Non-Masonry Materials
a. Siding – Siding material may be cementitious Hardie-Plank or
fiber planking. Plywood, particle board and vinyl are prohibited.
b. Trim/Wood – All trim and wood shall be smooth and painted or
17
stained. Stained wood must be sealed.
c. Metal - Exposed metals must be anodized aluminum, bronze,
copper or painted galvanized steel.
(2) Building Articulation
(C) Horizontal wall plans longer than 40 85 feet in length shall be segmented into
smaller sections by a structural or ornamental minor façade offset (recess or
projection) of a minimum 2 feet deep and 810 feet wide.
(B) The height of those offsets is equal to the building’s height at the location of the
offset.
(3) Roof Treatment
(A) Pitched or flat roofs are permitted.
(B) A parapet wall is allowed if constructed to prevent flat roof visibility.
(4) Fenestration
(A) Any glass with a visible light reflectance rating of 25% or greater is prohibited.
(5) Elements. A multi-family development is required to provide at least two two of the
following elements:
(A) At least one dormer is provided for each roof plane over 1,000 square feet in area
that faces a street. The dormer must be appropriately scaled for the roof plane and
shall not be wider than the windows on the building elevations;
(B) All windows feature shutters. The shutters provided must be operational or appear
operational and must be in scale with the corresponding window;
(C) All windows are emphasized through the use of molding / trim around the
windows, plat ledge, sills, shaped frames, awnings, or another similarly related
architectural elements;
(D) Downspouts associated with gutters are internally incorporate into the building’s
construction rather than attached to the building after the construction of the façade
is complete.
(E) Other similar architectural features as approved by the Director.
(E) The primary entrance for all buildings shall feature a protected entry through the
use of a recessed entry, porte-cochere, awning, canopy, or similar feature that
serves the same purposes. The covering shall be at least three feet in depth when
measured from the face of the adjoining façade. Not required for accessory
buildings.
18
(F) Screening fence: Border fencing material shall be either masonry construction or
wrought iron, tubular steel, or tubular aluminum with masonry columns.
Additionally, an irrigated landscape screen, minimum height of 6 feet, shall be
installed within a 10-foot landscape buffer along the property line on any perimeter
not abutting a public street or right-of-way. The landscape screen must grow to a
height of at least 10 feet within 2 years of installation.
(G) Other similar architectural features as approved by the Director.
(6) Amenities.
(A) A multi-family development shall provide the required amount of amenities
prescribed in Table 23: Required Amenities.
Table 23: Required Amenities
Number of Units Required Amenities
1 – 10 None
11 – 50 1
51 – 100 2
101 – 200 3
201 – 300 4
301 + 5
(B) The amenities below may be used to fulfill the requirements of Table 23: Required
Amenities. Each amenity counts as one required amenity towards the requirements
in Table 23: Required Amenities. However, multiples of the same amenity do not
count towards the requirements in Table 23: Required Amenities. Additionally, to
provide flexibility in development design, the Director may approve different
amenities that agree with the purpose of this Sec. 9.04.042.
i. Swimming pool (minimum 1,000 square foot surface areas) with
cooling deck (minimum ten feet wide in all areas);
ii. Jacuzzi or hot tub area (minimum 50 square foot area);
iii. At least four barbeque grills or one grill per 100 units, whichever is
greater, with shaded seating areas, all barbeque grills shall be:
a. Serviced with propane or other gas, and
b. Be built into a structure incorporated into an adjacent amenity
(i.e., pool or seating areas);
iv. Ramada(s), arbor(s), and/or trellis(es) covering at least 1,000 400
square feet of recreation space;
19
v. Child play lot (minimum 3,000 1,000 square foot areas) with
equipment specifically designed to meet the following three age
cohorts: 0-2 years old, 2-5 years old, and 5-12 years old;
vi. A splash pad (water play amenity for children) that is a minimum of
1,000 square feet in areas that:
1. Is enclosed by a gated and access limited
minimum five-foot tall vinyl-coated
chain link fence or other decorate fencing
material approved by the Director of
Development Services.
vii. A dog park that is at least 5,000 2,500 square feet in areas that:
a. Is enclosed by a minimum five-foot tall vinyl-coated chain link
fence;
b. Uses grass, wood chips, or a combination of the two as surface
materials, and
c. Provides at least two dog waste stations that includes a bag
dispenser and waste receptacle installed along the perimeter of the
enclosure for every 2,400 square feet of the associated dog park.
viii. Regulation-size volleyball, basketball, tennis, or similarly related
playing court.
ix. Golf putting green (minimum 1,000 square feet);
x. Fitness center/weight room (minimum 500 square feet);
xi. Business center (minimum 500 square feet);
xii. Media room (minimum 500 square feet).
(f) Nonresidential Standards
(7) Building Articulation
(D) Single- and multi-tenant buildings < 50,000 square feet
i. All buildings shall utilize façade offsets and appropriate fenestration,
to add variation and visual interest to an elevation and to break up long
uninterrupted walls or elevations.
ii. Elevations that are 50 feet or longer in horizontal length require at least
two offsets (projection or recess) from the primary façade plane of at
least 18 inches deep and 4 feet wide.
20
iii. The height of those offsets is equal to the building’s height at the
location of the offset .
(E) Single- and multi-tenant buildings 50,000 square feet and larger
i. All buildings shall utilize either façade offsets and appropriate
fenestration, color variations, alternative building materials, or other
architectural treatments, to add variation and visual interest to an
elevation and to break up long uninterrupted walls or elevations.
ii. Elevations that are 50 feet or longer in horizontal length require at least
one of the following: at least two offsets (projection or recess) from
the primary façade plane of at least 18 inches deep and 4 feet wide,
color variations, alternative building materials, or other architectural
treatments.
iii. The height of those offsets, color variations, alternative building
materials, or other architectural treatments is equal to the building’s
height at the location of the offset application.
(8) Roof Treatment
(C) Long uninterrupted roof lines and planes shall be broken into smaller segments
through the use of scaled gables or dormers, change in height, changes in roof
form, type or planes that typically correspond to offsets in the building’s façade,
or other appropriate architectural elements.
(D) Parapet roof lines shall feature a well-defined cornice treatment or another similar
element to visually cap each building elevation.
(9) Fenestration
(A) Single- and multi-tenant buildings < 50,000 square feet : The use of recessed
windows, awnings, sills, drip caps, projecting trim casing or surrounds, projecting
muntins or mullions, and other elements is required.
(B) Single- and multi-tenant buildings 50,000 square feet and larger do not require
fenestration.
(C) Any glass with a visible light reflectance rating of 25% or greater is prohibited.
(10) Elements. All buildings or developments shall be required to provide at least two of
the following elements:
(B) The primary entrance for all buildings shall feature a protected entry through the
use of a recessed entry, porte-cochere, awning, canopy, or similar feature that
serves the same purposes. The covering shall be at least three fe et in depth when
measured from the face of the adjoining façade.
(C) All building elevations shall feature at least two facade offsets (recess or
projection) five feet in depth for every 50 feet of horizontal length.
21
(D) All building elevations shall feature at least three two distinct roof lines or a roof
parapet with cornice design or similar element.
(E) All primary and secondary building entrances, excluding emergency exits and
service doors, feature a recessed entry, canopy, awning, or similar sheltering
feature of at least 50 square feet.
(F) Single- and multi-tenant buildings greater than 50,000 square feet shall provide
least one of the following: at least two offsets (projection or recess) from the
primary façade plane of at least 18 inches deep and 4 feet wide, color variations,
alternative building materials, or other architectural treatments.
10. Section 9.04.044 Loading
(d) Standards.
(11) Location. A loading space:
(B) Must be located within the same development as the building or use served;
(C) Is prohibited from projecting into a sidewalk, street, or public right -of-way,
including any maneuvering area;
(D) Is prohibited from being located between the front building line and the lot line;
(E) Must be placed to the rear or side of buildings in visually unobtrusive locations;
(F) Must be set back a minimum distance of 100 feet (35 feet for Self-Storage (Mini-
Warehouse) from any adjacent residential zoning district or use;
(G) Must be se back a minimum distance of 50 feet from any public street or front
property line; and
(H) Must be oriented away from the street frontage.
11. Section 9.04.045 Landscaping
(f) Minimum Landscaping Requirements.
(2) Parking Lots.
(A) Landscape areas within parking lots shall be at least 180 162 square feet in size
with approximate dimensions of 10 9 feet wide by 18 feet deep.
(h) Tree Preservation.
22
(1) All tree preservation shall comply with the regulations of this subsection (h) in
addition to the requirements established in Article 9.07. Trees located with the tree
preservation areas identified on Exhibit D-2 "Tree Preservation Exhibit” shall be
preserved with the exception of trees that must be removed to allow for the
construction of public infrastructure improvements.
(2) The Developer shall plant one large tree (minimum of three-inch caliper and seven
feet height at the time of planting) per 50 linear feet of screening wall and one
ornamental tree per 30 feet of screening wall. Trees may be grouped or clustered to
facilitate site design.
(3) The Developer shall plant a minimum of two front yard trees on each residential lot
at the time of home completion. Front yard trees shall measure a minimum three -
inch caliper and seven feet height at the time of planting and shall conform with the
City’s approved plant list.
(4) Any trees preserved on a site meeting these specifications may be credited t oward
meeting the tree requirement of any landscaping provision of this section for that
area within which they are locate, according to Table 28: Tree Preservation Credits,
depending on the applicant’s preference to accept or decline the credit. For purposes
of this section, caliper measurement shall be taken at DBH above the ground and
rounded to the nearest whole number.
(5) Existing trees may receive credit if they are not on the City’s approved plant material
list but are approved by the Director; however, trees must be located within the
landscape areas to which credit is applied.
(6) Any tree perseveration proposed shall designate the species, size, and general
location of all trees on the conceptual or general landscape plan. The final landscape
plan shall show the species, size, and exact location.
(7) During any construction or land development, the developer shall clearly mark all
trees to be maintained and may be required to erect and maintain protective barriers
around all such trees or groups or trees. The applicant shall not allow the movement
of heavy equipment or the storage of equipment, materials, debris, or fill to be placed
within the drip line of any trees. This is not intended to prohibit the normal
construction requirement within parking lots.
(8) During the construction stage of development, the applicant shall not allow the
cleaning of equipment or material under the canopy of any tree or group of trees to
remain. Neither shall the applicant allow the disposal of ay waste materials, such as,
but not limited to, paint, oil, solvents, asphalt, concrete, mortar, etc., under the
canopy of any tree to remain. No attachment or wires of any kind, other than those
of a protective nature, shall be attached to any tree.
ARTICLE 9.05 SIGN ORDINANCE
1. Section 9.05.018 Detached Signs
23
(d) Subdivision Entry Signs
(1) Definition.
Subdivision Entry Sign. A sign which may be a freestanding monument or attached
to a subdivision wall located at the entry of a platted subdivision from a local,
collector, or arterial street.
(2) Standards.
Generally. Table 3-7 establishes the standards for subdivision entry signs.
Table 3-7: Subdivision Entry Sign Standards
Sign District →
Requirement ↓
AE SF MR CM MU DT IN
General
Allowed? Y Y Y N Y N Y
Permit Required? Y Y Y -- Y -- Y
Number per
entrance (max.) 1 2 2 -- 2 -- 2
Dimensions
Sign Area (max.) 150 sf 200 sf 150 sf -- 150 sf
200 sf -- 150 sf
Sign Height
(max). 6 ft 6 ft
15 ft 6 ft -- 6 ft
15 ft -- 8 ft
Setbacks
24
From ROW 5 ft 5 ft 5 ft -- 5 ft -- 5 ft
Features
Electronic
Message Center N N N -- N -- N
Changeable Copy N N N -- N -- N
Channel Letters Y Y Y -- Y -- Y
Internal
Illumination N N N -- N -- N
External
Illumination Y Y Y -- Y -- Y
Halo Illumination Y Y Y -- Y -- Y
Additional Information
Key Y = yes, a permit is required or the feature is allowed | N = no/ not
allowed | NR = the sign type or characteristic is allowed for
nonresidential uses only | sf = square feet | ft = feet | “-“ = the
standard does not apply
Sign District
Summary
AE = AG district and ETJ | SF = SF-20.0- SF-6.0 districts | MR =
MD and MF districts | CM = C-1 and C-2 districts |MU = MU
district | DT = DT district | IN = I-1 and I-2 districts
(B) Number and Location
(i) Two (2) subdivision entry signs may be located at the intersection of a
collector or arterial street and an entry street or private driveway into a
subdivision. The signs shall be configured as follows.
a. Two (2) signs with one (1) sign face each located on opposite sides of the
entry street private driveway;
b. One (1) sign with two (2) faces located within a landscaped areas dividing
two (2) one-way entry streets or private driveways;
c. One (1) sign located on one (1) side of the entry street or private driveway;
or
d. One (1) sign located on an archway above the entry street or private
driveway
(ii) Subdivision entrances from a right-of-way greater than 60 feet shall require
signage. Secondary entrance connecting to other neighborhoods may be
25
allowed but are not required.
(C) Design and Installation.
(i) Subdivision entry signs shall be constructed with stone, brick, concrete,
metal, routed wood planks or beams, or similar durable, weatherproof
materials.
(ii) All subdivision entry signs shall be landscaped around the base of the sign in
an area equal to four square feet for each square foot of sign areas. In case
where the location of the sign could not accommodate such landscape areas,
the area may be reduced up to 50% at the Directors’ discretion.
(iii) When electrical service is provided to a subdivision entry sign, all electrical
service shall be underground.
ARTICLE 9.07 TREE PRESERVATION
The tree preservation ordinance is removed in its entirety and replaced with the following:
Trees located with the tree preservation areas identified on Exhibit D-2 "Tree Preservation Exhibit” shall
be preserved with the exception of trees that must be removed to allow for the construction of public
infrastructure improvements.
The Developer shall plant one large tree (minimum of three-inch caliper and seven feet height at the time
of planting) per 50 linear feet of screening wall and one ornamental tree per 30 feet of screening wall. Trees
may be grouped or clustered to facilitate site design.
The Developer shall plant a minimum of two front yard trees on each residential lot at the time of home
completion. Front yard trees shall measure a minimum of three-inch caliper and seven feet height at the
time of planting and shall conform with the City’s approved plant list.
PHASE 2
PHASE 1
PHASE 4
PHASE 3
PHASE 5
PHASE 6
PHASE 7
PHASE 9
PHASE 10
PHASE 11
PHASE 12
PHASE 13
PHASE
14
PHASE 15
PHASE 16
PHASE 8
PHASE
10
PHASE
16
STANDRIDGE BLVDROAD B
ROAD A ROAD DBUDDY HAYES BLVDROAD CMANT
U
A
P
K
W
Y
MANTUA PKWY
ROAD E
MANTUA PKWY
CR 290BUDDY HAYES BLVDUS HWY 75COLLINMCKINNEYPKWYCR 289THORNTON
CR 371
LIBERTY HILLS FENCE EXHIBIT
SCALE: NTS
NORTH
EXHIBIT D-4
ROSAMOND PKWY
FENCE TYPE
WOOD FENCE
ORNAMENTAL METAL
MASONRY
FENCE TYPES ARE CONCEPTUAL AND
SUBJECT TO CHANGE AT TIME OF
FINAL DESIGN.
D-1
LIBERTY HILLS SCALE: NTS
NORTHEXHIBIT D-2
TREE PRESERVATION EXHIBITPRESERVED CANOPY
REMOVED CANOPY
CANOPY IN FLOODPLAIN
100-YR FLOODPLAIN LIMITS