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Field Notes FIELD NOTES 8.591 ACRES BEING A PART OF THE OAKWOOD CUSTOM HOMES GROUP, LTD. CALLED 19.57 ACRE TRACT VOLUME 4475, PAGE 82 ROBERT STEVENSON SURVEY, A — 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS January 15, 2004 All that certain lot, tract or parcel of land being 8.591 acres of land more or less, situated in the ROBERT STEVENSON SURVEY, Abstract No. 54, Brazos County, Texas, and being a part of that certain Called 19.57 acre tract as described in deed from OCC Construction Corporation to Oakwood Custom Homes Group, Ltd. of record in Volume 4475, Page 82, Official records of Brazos county, Texas, said 8.591 acre tract being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod found in the northwest line of said Called 19.57 acre tract for the most northerly corner, said corner being the most westerly corner of BRIDLE GATE ESTATES PHASE ONE as described in Volume 3744, Page 49; THENCE S 31 ° 49 ` 06 " E, along the southwest line of said BRIDLE GATE ESTATES, PHASE ONE a distance of 806.51 feet to a 1/2" Iron Rod found in the northwest right -of -way line of BRIDLE GATE DRIVE for angle point, said corner being the most southerly corner of Lot 19, Block Two, of said BRIDLE GATE ESTATES, PHASE ONE; THENCE S 46 ° 11 ' 38 " E a distance of 61.94 feet to a 1/2" Iron Rod found in the southeast right -of -way line of said BRIDLE GATE DRIVE for angle point, said corner being the most westerly corner of Lot 7, Block One of said BRIDLE GATE ESTATES, PHASE ONE; THENCE S 38 ° 38 ' 37 " E, along the southwest line of Block One of said BRIDLE GATE ESTATES, PHASE ONE a distance of 271.65 feet to a 1/2" Iron Rod found for the most easterly corner, said corner being the most southerly corner of said BRIDLE GATE ESTATES PHASE ONE, said corner being located in the southeast line of said Called 19.57 acre tract and also being located in the northwest line of the JK Development, L.L.P. Called 21.00 acre tract as described in Volume 2539, Page 71, a 1/2" Iron Rod found for the most southerly east corner of said Called 19.57 acre tract bears N 51 ° 19 ' 08 " E a distance of 273.90 feet; THENCE S 51 ° 19 ' 08 " W, along the southeast line of said Called 19.57 acre tract and the northwest line of said Called 21.00 acre tract a distance of 301.95 feet to a 1/2" Iron Rod with cap set in the northeast right - of -way line of Proposed Longmire Drive for the most southerly corner, a 1/2" Iron Rod found for the most southerly corner of said Called 19.57 acre tract and an interior corner of said Called 21.00 acre tract bears S 51 ° 19 ' 08 " W a distance of 30.28 feet; THENCE N 42 ° 51 ' 28 " W, along the northeast right -of -way line of said Longmire Drive a distance of 469.30 feet to a 1/2" Iron Rod with cap set for a point of curvature for corner; THENCE continuing along the northeast right -of -way line of said Proposed Longmire Drive around a curve in a clockwise direction having a delta angle of 11 ° 03 ' 22 ", an arc distance of 89.73 feet, a radius of 465.00 feet, and a chord of N 37 ° 19 ' 47 " W, a distance of 89.59 feet to a 1/2" Iron Rod with cap set for the point of tangency of said curve; THENCE N 31 ° 48 ` 06 " W, continuing along the northeast right -of -way line of said Proposed Longmire Drive a distance of 355.43 feet to a 1/2" Iron Rod with cap set for a point of curvature for corner; THENCE continuing along the northeast right -of -way line of said Proposed Longmire Drive around a curve in a clockwise direction having a delta angle of 24 ° 38 ' 16 ", an arc distance of 199.95 feet, a radius of 465.00 feet, and a chord of N 19 ° 28 ' 58 " W, a distance of 198.42 feet to a 1/2" Iron Rod with cap set for the most westerly corner, a 1/2" Iron Rod found for the most westerly corner of said Called 19.57 acre tract bears S 44 ° 48 ' 20 " W a distance of 183.63 feet; THENCE N 44 ° 48 ' 20 " E, along the northwest line of said Called 19.57 acre tract a distance of 316.69 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 8.591 ACRES OF LAND MORE OR LESS, according to a survey performed during December,, nder the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. No•„ "nefatio , eased on rotating the northeast line to Plat calls in Volume 3744, Page 49. 1%4 N5 r ... • 4, ti 1 'l " j ., 11.1, 4961 4961 Al": • o e r y FIELD NOTES 8.591 ACRES BEING A PART OF THE OAKWOOD CUSTOM HOMES GROUP, LTD. CALLED 19.57 ACRE TRACT VOLUME 4475, PAGE 82 ROBERT STEVENSON SURVEY, A — 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS January 15, 2004 All that certain lot, tract or parcel of land being 8.591 acres of land more or less, situated in the ROBERT STEVENSON SURVEY, Abstract No. 54, Brazos County, Texas, and being a part of that certain Called 19.57 acre tract as described in deed from OCC Construction Corporation to Oakwood Custom Homes Group, Ltd. of record in Volume 4475, Page 82, Official records of Brazos county, Texas, said 8.591 acre tract being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod found in the northwest line of said Called 19.57 acre tract for the most northerly corner, said corner being the most westerly corner of BRIDLE GATE ESTATES PHASE ONE as described in Volume 3744, Page 49; THENCE S 31 ° 49 ' 06 " E, along the southwest line of said BRIDLE GATE ESTATES, PHASE ONE a distance of 806.51 feet to a 1/2" Iron Rod found in the northwest right -of -way line of BRIDLE GATE DRIVE for angle point, said corner being the most southerly corner of Lot 19, Block Two, of said BRIDLE GATE ESTATES, PHASE ONE; THENCE S 46 ° 11 ' 38 " E a distance of 61.94 feet to a 1/2" Iron Rod found in the southeast right -of -way line of said BRIDLE GATE DRIVE for angle point, said corner being the most westerly corner of Lot 7, Block One of said BRIDLE GATE ESTATES, PHASE ONE; THENCE S 38 ° 38 ' 37 " E, along the southwest line of Block One of said BRIDLE GATE ESTATES, PHASE ONE a distance of 271.65 feet to a 1/2" Iron Rod found for the most easterly corner, said corner being the most southerly corner of said BRIDLE GATE ESTATES PHASE ONE, said corner being located in the southeast line of said Called 19.57 acre tract and also being located in the northwest line of the JK Development, L.L.P. Called 21.00 acre tract as described in Volume 2539, Page 71, a 1/2" Iron Rod found for the most southerly east corner of said Called 19.57 acre tract bears N 51 ° 19 ' 08 " E a distance of 273.90 feet; THENCE S 51 ° 19 ' 08 " W, along the southeast line of said Called 19.57 acre tract and the northwest line of said Called 21.00 acre tract a distance of 301.95 feet to a 1/2" Iron Rod with cap set in the northeast right - of -way line of Proposed Longmire Drive for the most southerly corner, a 1/2" Iron Rod found for the most southerly corner of said Called 19.57 acre tract and an interior corner of said Called 21.00 acre tract bears S 51 ° 19 ' 08 " W a distance of 30.28 feet; THENCE N 42 ° 51 ' 28 " W, along the northeast right -of -way line of said Longmire Drive a distance of 469.30 feet to a 1/2" Iron Rod with cap set for a point of curvature for corner; THENCE continuing along the northeast right -of -way line of said Proposed Longmire Drive around a curve in a clockwise direction having a delta angle of 11 ° 03 ' 22 ", an arc distance of 89.73 feet, a radius of 465.00 feet, and a chord of N 37 ° 19 ' 47 " W, a distance of 89.59 feet to a 1/2" Iron Rod with cap set for the point of tangency of said curve; THENCE N 31 ° 48 ' 06 " W, continuing along the northeast right -of -way line of said Proposed Longmire Drive a distance of 355.43 feet to a 1/2" Iron Rod with cap set for a point of curvature for corner; THENCE continuing along the northeast right -of -way line of said Proposed Longmire Drive around a curve in a clockwise direction having a delta angle of 24 ° 38 ` 16 ", an arc distance of 199.95 feet, a radius of 465.00 feet, and a chord of N 19 ° 28 ' 58 " W, a distance of 198.42 feet to a 1/2" Iron Rod with cap set for the most westerly corner, a 1/2" Iron Rod found for the most westerly corner of said Called 19.57 acre tract bears S 44 ° 48 ' 20 " W a distance of 183.63 feet; THENCE N 44 ° 48 ' 20 " E, along the northwest line of said Called 19.57 acre tract a distance of 316.69 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 8.591 ACRES OF LAND MORE OR LESS, according to a survey performed during December, 20' - r the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. Nort ntDtibn ed on rotating the northeast line to Plat calls in Volume 3744, Page 49. �• r , ••� s T F' + \ • ti RAC •••• y i►� �b c X90 496 0+ ..•‘, s U FIELD NOTES 8.591 ACRES BEING A PART OF THE OAKWOOD CUSTOM HOMES GROUP, LTD. CALLED 19.57 ACRE TRACT VOLUME 4475, PAGE 82 ROBERT STEVENSON SURVEY, A — 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS January 15, 2004 All that certain lot, tract or parcel of land being 8.591 acres of land more or Tess, situated in the ROBERT STEVENSON SURVEY, Abstract No. 54, Brazos County, Texas, and being a part of that certain Called 19.57 acre tract as described in deed from OCC Construction Corporation to Oakwood Custom Homes Group, Ltd. of record in Volume 4475, Page 82, Official records of Brazos county, Texas, said 8.591 acre tract being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod found in the northwest line of said Called 19.57 acre tract for the most northerly corner, said corner being the most westerly corner of BRIDLE GATE ESTATES PHASE ONE as described in Volume 3744, Page 49; THENCE S 31 ° 49 ' 06 " E, along the southwest line of said BRIDLE GATE ESTATES, PHASE ONE a distance of 806.51 feet to a 1/2" Iron Rod found in the northwest right -of -way line of BRIDLE GATE DRIVE for angle point, said corner being the most southerly corner of Lot 19, Block Two, of said BRIDLE GATE ESTATES, PHASE ONE; THENCE S 46 ° 11 ' 38 " E a distance of 61.94 feet to a 1/2" Iron Rod found in the southeast right -of -way line of said BRIDLE GATE DRIVE for angle point, said corner being the most westerly corner of Lot 7, Block One of said BRIDLE GATE ESTATES, PHASE ONE; THENCE S 38 ° 38 ' 37 " E, along the southwest line of Block One of said BRIDLE GATE ESTATES, PHASE ONE a distance of 271.65 feet to a 1/2" Iron Rod found for the most easterly corner, said corner being the most southerly corner of said BRIDLE GATE ESTATES PHASE ONE, said corner being located in the southeast line of said Called 19.57 acre tract and also being located in the northwest line of the JK Development, L.L.P. Called 21.00 acre tract as described in Volume 2539, Page 71, a 1/2" Iron Rod found for the most southerly east corner of said Called 19.57 acre tract bears N 51 ° 19 ' 08 " E a distance of 273.90 feet; THENCE S 51 ° 19 ' 08 " W, along the southeast line of said Called 19.57 acre tract and the northwest line of said Called 21.00 acre tract a distance of 301.95 feet to a 1/2" Iron Rod with cap set in the northeast right - of -way line of Proposed Longmire Drive for the most southerly corner, a 1/2" Iron Rod found for the most southerly corner of said Called 19.57 acre tract and an interior corner of said Called 21.00 acre tract bears S 51 ° 19 ` 08 " W a distance of 30.28 feet; THENCE N 42 ° 51 ' 28 " W, along the northeast right -of -way line of said Longmire Drive a distance of 469.30 feet to a 1/2" Iron Rod with cap set for a point of curvature for corner; THENCE continuing along the northeast right -of -way line of said Proposed Longmire Drive around a curve in a clockwise direction having a delta angle of 11 ° 03 ' 22 ", an arc distance of 89.73 feet, a radius of 465.00 feet, and a chord of N 37 ° 19 ' 47 " W, a distance of 89.59 feet to a 1/2" Iron Rod with cap set for the point of tangency of said curve; THENCE N 31 ° 48 ' 06 " W, continuing along the northeast right -of -way line of said Proposed Longmire Drive a distance of 355.43 feet to a 1/2" Iron Rod with cap set for a point of curvature for corner; THENCE continuing along the northeast right -of -way line of said Proposed Longmire Drive around a curve in a clockwise direction having a delta angle of 24 ° 38 ` 16 ", an arc distance of 199.95 feet, a radius of 465.00 feet, and a chord of N 19 ° 28 ' 58 " W, a distance of 198.42 feet to a 1/2" Iron Rod with cap set for the most westerly corner, a 1/2" Iron Rod found for the most westerly corner of said Called 19.57 acre tract bears S 44 ° 48 ' 20 " W a distance of 183.63 feet; THENCE N 44 ° 48 ' 20 " E, along the northwest line of said Called 19.57 acre tract a distance of 316.69 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 8.591 ACRES OF LAND MORE OR LESS, according to a survey performed during December, 20s •er the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North e. n : r - .fl ': •.ed on rotating the northeast line to Plat calls in Volume 3744, Page 49. I' P ,• .~s r F'••. k , V R • 9 WRAC CU .TRONG • FIELD NOTES 8.591 ACRES BEING A PART OF THE OAKWOOD CUSTOM HOMES GROUP, LTD. CALLED 19.57 ACRE TRACT VOLUME 4475, PAGE 82 ROBERT STEVENSON SURVEY, A - 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS January 15, 2004 All that certain lot, tract or parcel of land being 8.591 acres of land more or less, situated in the ROBERT STEVENSON SURVEY, Abstract No. 54, Brazos County, Texas, and being a part of that certain Called 19.57 acre tract as described in deed from OCC Construction Corporation to Oakwood Custom Homes Group, Ltd. of record in Volume 4475, Page 82, Official records of Brazos county, Texas, said 8.591 acre tract being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod found in the northwest line of said Called 19.57 acre tract for the most northerly corner, said corner being the most westerly corner of BRIDLE GATE ESTATES PHASE ONE as described in Volume 3744, Page 49; THENCE S 31 ° 49 ' 06 " E, along the southwest line of said BRIDLE GATE ESTATES, PHASE ONE a distance of 806.51 feet to a 1/2" Iron Rod found in the northwest right -of -way line of BRIDLE GATE DRIVE for angle point, said corner being the most southerly corner of Lot 19, Block Two, of said BRIDLE GATE ESTATES, PHASE ONE; THENCE S 46 ° 11 ' 38 " E a distance of 61.94 feet to a 1/2" Iron Rod found in the southeast right -of -way line of said BRIDLE GATE DRIVE for angle point, said corner being the most westerly corner of Lot 7, Block One of said BRIDLE GATE ESTATES, PHASE ONE; THENCE S 38 ° 38 ' 37 " E, along the southwest line of Block One of said BRIDLE GATE ESTATES, PHASE ONE a distance of 271.65 feet to a 1/2" Iron Rod found for the most easterly corner, said corner being the most southerly corner of said BRIDLE GATE ESTATES PHASE ONE, said corner being located in the southeast line of said Called 19.57 acre tract and also being located in the northwest line of the JK Development, L.L.P. Called 21.00 acre tract as described in Volume 2539, Page 71, a 1/2" Iron Rod found for the most southerly east corner of said Called 19.57 acre tract bears N 51 ° 19 ' 08 " E a distance of 273.90 feet; THENCE S 51 ° 19 ' 08 " W, along the southeast line of said Called 19.57 acre tract and the northwest line of said Called 21.00 acre tract a distance of 301.95 feet to a 1/2" Iron Rod with cap set in the northeast right - of -way line of Proposed Longmire Drive for the most southerly corner, a 1/2" Iron Rod found for the most southerly corner of said Called 19.57 acre tract and an interior corner of said Called 21.00 acre tract bears S 51 ° 19 ' 08 " W a distance of 30.28 feet; THENCE N 42 ° 51 ' 28 " W, along the northeast right -of -way line of said Longmire Drive a distance of 469.30 feet to a 1/2" Iron Rod with cap set for a point of curvature for corner; THENCE continuing along the northeast right -of -way line of said Proposed Longmire Drive around a curve in a clockwise direction having a delta angle of 11 ° 03 ' 22 ", an arc distance of 89.73 feet, a radius of 465.00 feet, and a chord of N 37 ° 19 ' 47 " W, a distance of 89.59 feet to a 1/2" Iron Rod with cap set for the point of tangency of said curve; THENCE N 31 ° 48 ' 06 " W, continuing along the northeast right -of -way line of said Proposed Longmire Drive a distance of 355.43 feet to a 1/2" Iron Rod with cap set for a point of curvature for corner; THENCE continuing along the northeast right -of -way line of said Proposed Longmire Drive around a curve in a clockwise direction having a delta angle of 24 ° 38 ' 16 ", an arc distance of 199.95 feet, a radius of 465.00 feet, and a chord of N 19 ° 28 ' 58 " W, a distance of 198.42 feet to a 1/2" Iron Rod with cap set for the most westerly corner, a 1/2" Iron Rod found for the most westerly corner of said Called 19.57 acre tract bears S 44 ° 48 ' 20 " W a distance of 183.63 feet; THENCE N 44 ° 48 ' 20 " E, along the northwest line of said Called 19.57 acre tract a distance of 316.69 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 8.591 ACRES OF LAND MORE OR LESS, according to a survey performed during December, the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. No •.1 .21.e.---z:.-7.: ' niktlo . -ed on rotating the northeast line to Plat calls in Volume 3744, Page 49. / &.1 : G ‘.0•1 T E 4 .�.p ti 4 a . k. • 4RA� CU's RO NN I •. s , .NO�SUa� . FIELD NOTES 8.591 ACRES BEING A PART OF THE OAKWOOD CUSTOM HOMES GROUP, LTD. CALLED 19.57 ACRE TRACT VOLUME 4475, PAGE 82 ROBERT STEVENSON SURVEY, A - 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS January 15, 2004 All that certain lot, tract or parcel of land being 8.591 acres of land more or less, situated in the ROBERT STEVENSON SURVEY, Abstract No. 54, Brazos County, Texas, and being a part of that certain Called 19.57 acre tract as described in deed from OCC Construction Corporation to Oakwood Custom Homes Group, Ltd. of record in Volume 4475, Page 82, Official records of Brazos county, Texas, said 8.591 acre tract being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod found in the northwest line of said Called 19.57 acre tract for the most northerly corner, said corner being the most westerly corner of BRIDLE GATE ESTATES PHASE ONE as described in Volume 3744, Page 49; THENCE S 31 ° 49 ` 06 " E, along the southwest line of said BRIDLE GATE ESTATES, PHASE ONE a distance of 806.51 feet to a 1/2" Iron Rod found in the northwest right -of -way line of BRIDLE GATE DRIVE for angle point, said corner being the most southerly corner of Lot 19, Block Two, of said BRIDLE GATE ESTATES, PHASE ONE; THENCE S 46 ° 11 ` 38 " E a distance of 61.94 feet to a 1/2" Iron Rod found in the southeast right -of -way line of said BRIDLE GATE DRIVE for angle point, said corner being the most westerly corner of Lot 7, Block One of said BRIDLE GATE ESTATES, PHASE ONE; THENCE S 38 ° 38 ` 37 " E, along the southwest line of Block One of said BRIDLE GATE ESTATES, PHASE ONE a distance of 271.65 feet to a 1/2" Iron Rod found for the most easterly corner, said corner being the most southerly corner of said BRIDLE GATE ESTATES PHASE ONE, said corner being located in the southeast line of said Called 19.57 acre tract and also being located in the northwest line of the JK Development, L.L.P. Called 21.00 acre tract as described in Volume 2539, Page 71, a 1/2" Iron Rod found for the most southerly east corner of said Called 19.57 acre tract bears N 51 ° 19 ' 08 " E a distance of 273.90 feet; THENCE S 51 ° 19 ' 08 " W, along the southeast line of said Called 19.57 acre tract and the northwest line of said Called 21.00 acre tract a distance of 301.95 feet to a 1/2" Iron Rod with cap set in the northeast right - of -way line of Proposed Longmire Drive for the most southerly corner, a 1/2" Iron Rod found for the most southerly corner of said Called 19.57 acre tract and an interior corner of said Called 21.00 acre tract bears S 51 ° 19 ' 08 " W a distance of 30.28 feet; THENCE N 42 ° 51 ' 28 " W, along the northeast right -of -way line of said Longmire Drive a distance of 469.30 feet to a 1/2" Iron Rod with cap set for a point of curvature for corner; THENCE continuing along the northeast right -of -way line of said Proposed Longmire Drive around a curve in a clockwise direction having a delta angle of 11 ° 03 ' 22 ", an arc distance of 89.73 feet, a radius of 465.00 feet, and a chord of N 37 ° 19 ` 47 " W, a distance of 89.59 feet to a 1/2" Iron Rod with cap set for the point of tangency of said curve; THENCE N 31 ° 48 ' 06 " W, continuing along the northeast right -of -way fine of said Proposed Longmire Drive a distance of 355.43 feet to a 1/2" Iron Rod with cap set for a point of curvature for corner; THENCE continuing along the northeast right -of -way line of said Proposed Longmire Drive around a curve in a clockwise direction having a delta angle of 24 ° 38 ' 16 ", an arc distance of 199.95 feet, a radius of 465.00 feet, and a chord of N 19 ° 28 ' 58 " W, a distance of 198.42 feet to a 1/2" Iron Rod with cap set for the most westerly corner, a 1/2" Iron Rod found for the most westerly corner of said Called 19.57 acre tract bears S 44 ° 48 ' 20 " W a distance of 183.63 feet; THENCE N 44 ° 48 ' 20 " E, along the northwest line of said Called 19.57 acre tract a distance of 316.69 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 8.591 ACRES OF LAND MORE OR LESS, according to a survey performed during December, 2003, �supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Ori-; =' •n9 b -T`:: n rotating the northeast line to Plat calls in Volume 3744, Page 49. I � � p AG s r F9••.,� •• a 1 o aRA> G . 1 . q • ,'�' izo 94,x~ S tJ A`�