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Home My WebLink About6-14-2007-2f - Resolution - 06/14/2007 111 RESOLUTION DETERMINING NEED RESOLUTION NO. 6 -14- 2007 -2f A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, RELATING TO: (1) THE AUTHORITY OF THE CITY TO INITIATE, COMPLETE, AND ACQUIRE, BY PURCHASE OR CONDEMNATION, RIGHT -OF- WAY AND EASEMENT INTEREST IN CERTAIN PROPERTY FOR THE PARALLEL WELLFIELD COLLECTION LINE PROJECT; (2) A DECLARATION THAT PUBLIC NECESSITY EXISTS FOR THE CITY TO ACQUIRE SUCH INTEREST, THROUGH PURCHASE OR CONDEMNATION; AND (3) ESTABLISHING PROCEDURES FOR THE ACQUISITION OF SUCH INTEREST IN THE PROPERTY. WHEREAS, the City of College Station, Texas ( "City ") is a home rule municipality duly incorporated and chartered under the Constitution and laws of Texas; and WHEREAS, the City owns, operates, constructs, repairs and maintains a public water supply system as a public service; and WHEREAS, the City's ownership, operation, construction, repair, and maintenance of . the public water supply system is a benefit to the public; and WHEREAS, the City, through a condemnation proceeding, may exercise the power of eminent domain to acquire property in order to carry out the ownership, operation, construction, repair, and maintenance of its public water supply system pursuant to Chapter 251 of the Texas Local Government Code, Chapter 21 of the Texas Property Code, and Article II of the City's Charter; and WHEREAS, the City is engaged in the following project regarding improvements to the Parallel Well Field Collection Line between Sandy Point Pump Station and Rye School Road along Sandy Point Road Road, including installation of public utilities, access, and landscaping, (the "Project "); and WHEREAS, the City determines that the best interests and needs of the public, including the health, safety and welfare of the public, require that the City install the Parallel Well Field Collection Line between Sandy Point Pump Station and Rye School Road along Sandy Point Road, through the City's acquisition, by purchase or condemnation proceeding, of the Easements as provided in Exhibits A, attached hereto and incorporated herein by reference for all purposes (the "Easements "); now, therefore; BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: RESOLUTION NO. 6 -14- 2007 -2f Page 2 PART 1: That the City Council of the City of College Station, Texas, hereby officially determines that there is a public necessity for the Easements, and the public welfare and convenience will be served by the acquisition of the Easements. PART 2: That the City Manager is hereby authorized to contract, on behalf of the City of College Station, with a professional appraiser for the appraisal services, with a professional real estate agent to act as a Land Agent for the City and with attorneys for preparation of title opinions needed by the City from time to time in connection with acquisition of the Easements. PART 3: That the City's Land Agent or other staff appraiser is hereby authorized and directed to examine the independent appraisal reports as they are submitted to the City to determine whether said appraisal reports are supported by sufficient data. Based upon such examination of said appraisal reports, the Land Agent or other staff appraiser shall make a recommendation to the City Manager as to the establishment and approval of the amount of the just compensation for the Easements. PART 4: After consideration of said recommendation, the City Manager shall '0411, establish and approve the amount determined for acquisition of the Easements. PART 5: Upon establishment and approval by the City Manager of the amount of just compensation for the acquisition of the Easements, the City's Land Agent or other staff appraiser is authorized to communicate a written offer to the property owners for the acquisition of such interest at the full amount determined and established to be just compensation therefore and to negotiate with said owners on behalf of the City. PART 6: That the Mayor after approval by City Council, or the City Manager as delegated, is hereby authorized to execute all documents necessary to acquire said Easements for the Project, on behalf of the City of College Station. PART 7: That, if necessary, and should a property owner fail to accept a bona fide, good faith offer from the City to purchase the required Easements, City representatives shall have the authority to initiate and complete condemnation proceedings against said owner, in order to acquire through condemnation all required property interests and title regarding such property. `rrr RESOLUTION NO. 6 -14- 2007 -2f Page 3 PART 8: That the City Manager be and is hereby authorized to sell any such surplus improvements, or order the demolition thereof, if any, located on the real property acquired in connection with this Project. PART 9: That this resolution shall take effect immediately from and after its passage. ADOPTED this 14 day of June, A.D. 2007. ATTEST: APPROVED: / w 'tmee / fr ity Secretary Mayor APPROVED: ,Sed ,, Gar,0s VFRTFV ri 1 ithpnctrity with-- Annanvp City Attorney L • o Y 4 al 40 I I kl eti 4 I 1 0 4 # - -.- - it &tO 0 k4 pA 4t44<144 1114 tit 4", r Iii II* APIP V * ..-,1411411fr *NV i /.(' 24 • LANDTECH CONSULTANTS, INC. Civil Engineering • Land Surveying Parcel No. 1 Page 1 of 2 April 9, 2003 BEING A 0.810 ACRE (35,279 SQUARE FOOT) TRACT OF LAND IN THE SAMUEL JOHNSON SURVEY, ABSTRACT NUMBER 147 AND BEING A PORTION OF A CALLED 20 ACRE TRACT OF LAND DESCRIBED AS SECOND TRACT IN A DEED TO JOHNNY S. LAMPO DATED SEPTEMBER 3, 1965 AND RECORDED IN VOLUME 249, PAGE 309 OF THE BRAZOS COUNTY DEED RECORDS, SAID 0.810 ACRE (35,279 SQUARE FOOT) TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS: (Bearing orientation is based on the Texas State Plane Coordinate System, Central Zone, North American Datum of 1983.) BEGINNING at a bent iron rod found for the northeast corner of said 20 acre tract and being the northwest corner of that certain called 1.39 acre tract of land described in deed to the City of College Station recorded in Volume 436, Page 425 of the Brazos County Deed Records and being in the southerly right -of -way line of Sandy Point Road (FM 1687) (80 feet wide) as defined per Texas Highway Department (TxDOT) plans dated March 7, 1952, CSJ Number 1560 -1 -2; THENCE, South 07° 38' 50" East, along the common line between said 20 acre tract and said 1.39 acre tract, a distance of 31.06 feet to a point for the southeast ‘441r corner of the herein described tract; THENCE, South 67° 20' 12" West, parallel to and 30.00 feet south of said Sandy Point Road (FM 1687), a distance of 387.67 feet to an angle point; THENCE, South 22° 20' 12" West, a distance of 79.61 feet to an angle point; THENCE, South 72° 28' 37" West, a distance of 459.21 feet to an angle point; THENCE, South 65° 13' 00" West, a distance of 213.48 feet to a point for the southwest corner of the herein described tract; THENCE, North 47° 45' 02" West, a distance of 58.58 feet to a point for the northwest corner of the herein described tract and being on the southerly right -of- way line of said Sandy Point Road (FM 1687); Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg 1n0210186Parcel l .doc 2627 North Loop West, Suite 224 • Houston, Texas 77008 • Tel: (713) 861 -7068 • Fax: (713) 861 -4131 L 25 Parcel No. 1 Page 2 of 2 THENCE, North 67° 20' 12" East, along the southerly right -of -way line of said Sandy point Road (FM 1687), a distance of 33.12 feet to a point for corner; THENCE, South 47° 45' 02" East, a distance of 24.66 feet to an angle point; THENCE, North 65° 13' 00" East, a distance of 195.52 feet to an angle point; THENCE, North 72° 28' 37" East, a distance of 447.08 feet to an angle point; THENCE, North 22° 20' 12" East, a distance of 78.01 feet to an angle point on the southerly right -of -way line of said Sandy point Road (FM 1687); THENCE, North 67° 20' 12" East, along the southerly right -of -way line of said Sandy Point Road (FM 1687), a distance of 408.14 feet to the POINT OF BEGINNING and containing 0.810 acre (35,279 square feet) of land. 4. 0 • Douglas W. Tumer Douglas urner ( 0 3988 Registered Professional Land Surveyor fir► < g ti°F essto Ny� Q Texas Registration Number 3988 - S April 9, 2003 A survey map was prepared in conjunction with this metes and bounds description. Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg 1n02101 B6Parcell.doc L 26 LANDTECH CONSULTANTS, INC. L Civil Engineering • Land Surveying Parcel No. 2 Page 1 of 2 April 9, 2003 BEING A 0.374 ACRE (16,298 SQUARE FOOT) TRACT OF LAND IN THE SAMUEL JOHNSON SURVEY, ABSTRACT NUMBER 147 AND BEING A PORTION OF AN 8.00 ACRE TRACT OF LAND AS DESCRIBED IN DEED TO JOHNNY REDDEN WARD AND MARY ANN WARD RECORDED IN VOLUME 657, PAGE 539 OF THE BRAZOS COUNTY DEED RECORDS, SAID 0.374 ACRE (16,298 SQUARE FOOT) TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS: (Bearing orientation is based on the Texas State Plane Coordinate System, South Zone, North American Datum of 1983.) BEGINNING at a 1 /2 inch iron rod found for the northwest corner of said 8.00 acre tract and being the northeast corner of that certain called 1.39 acre tract of land described in deed to the City of College Station recorded in Volume 436, Page 425 of the Brazos County Deed Records and being in the southerly right -of -way line of Sandy Point Road (FM 1687) (80 feet wide) as defined per Texas Highway Department (TxDOT) plans dated March 7, 1952, CSJ Number 1560 -1 -2; THENCE, North 67° 20' 12" East, along the southerly right -of -way line of said Sandy Point Road (FM 1687), a distance of 234.81 feet to a point for the beginning of a 1,392.39 foot radius curve to the right; THENCE, northeasterly, continuing along the southerly right -of -way line of said Sandy Point Road (FM 1687) and said curve to the right having a radius of 1,392.39 feet, a central angle of 13° 01' 08 ", and a chord bearing of North 73° 50' 46" East, 315.70 feet, an arc distance of 316.38 feet to point for the northeast corner of the herein described tract, the northeast corner of said 8.00 acre tract and the northwest corner of that certain called 12.74 acre tract of land described in deed to M. Lynn Lamoreux recorded in Volume 688, Page 269 of the Brazos County Deed Records; THENCE, South 19° 54' 57" West, along the common line between said 8.00 acre tract and said 12.74 acre tract, a distance of 34.61 feet to point for the southeast corner of the herein described tract and being in a 1,362.39 foot non - tangent curve to the left; Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg fn0210186Parce12.doc 2627 North Loop West, Suite 224 • Houston, Texas 77008 • Tel: (713) 861 -7068 • Fax: (713) 861 -4131 L 27 ♦r Parcel No. 2 Page 2 of 2 THENCE, southwesterly, 30.00 feet south of and parallel to the southerly right -of- way line of said Sandy Point Road (FM 1687), along said curve to the left having a radius of 1,362.39 feet, a central angle of 12° 18' 03" and a chord bearing South 73° 29' 13" West, 291.93 feet, an arc distance of 292.49 feet to point for the end of said curve; THENCE, South 67° 20' 12" West, a distance of 242.85 feet to a point for the southwest corner of the herein described tract in the common line between said 8.00 acre tract and said 1.39 acre tract; THENCE, North 07° 39' 36" West, along the common line between said 8.00 acre tract and said 1.39 acre tract, a distance of 31.06 feet to the POINT OF BEGINNING and containing 0.374 acre (16,298 square feet) of land. . F9 #. f o-..* Douglas W. Tumer Douglas urner '-0 3988 Registers Professional Land Surveyor , io,N4o' T 9 2 eril Registration Number 3988 QS A survey map was prepared in conjunction with this metes and bounds description. Landtech Consultants, Inc. Job No. 02.1.0186 Drawing No. 0210186.dwg 1n0210186Parce12.doc 28 I f0 LANDTECH CONSULTANTS, INC. Civil Engineering • Land Surveying Parcel No. 3 Page 1 of 2 April 9, 2003 BEING A 0.308 ACRE (13,398 SQUARE FOOT) TRACT OF LAND IN THE SAMUEL JOHNSON SURVEY, ABSTRACT NUMBER 147 AND THE FRANCIS W. SMITH SURVEY, ABSTRACT NUMBER 219 AND BEING A PORTION OF A 12.74 ACRE TRACT OF LAND DESCRIBED IN DEED TO M. LYNN LAMOREUX RECORDED IN VOLUME 688, PAGE 269 OF THE BRAZOS COUNTY DEED RECORDS, SAID 0.308 ACRE (13,398 SQUARE FOOT) TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS: (Bearing orientation is based on the Texas State Plane Coordinate System, Central Zone, North American Datum of 1983.) BEGINNING at a ' inch iron rod found for the northeast corner of said 12.74 acre tract and being the northwest corner of that certain called 10.00 acre tract of land described in deed to James M. Davidson and wife, Judy A. Davidson recorded in Volume 1140, Page 501 of the Brazos County Deed Records and being in the southerly right -of -way line of Sandy Point Road (FM 1687) (80 feet wide) as defined per Texas Highway Department (TxDOT) plans dated March 7, 1952, CSJ Number 1560 -1 -2; THENCE, South 19° 57' 49" West, along the common line between said 12.74 acre tract and said 10.00 acre tract, a distance of 30.60 feet to a point for the southeast corner of the herein described tract in a 1,362.39 foot radius curve to the left; THENCE, southwesterly, 30.00 feet south of and parallel to the southerly right -of- way line of said Sandy Point Road (FM 1687) and said curve to the left having a radius of 1,362.39 feet, a central angle of 18° 48' 48 ", and a chord bearing of South 89° 02' 39" West, 445.34 feet, an arc distance of 447.35 feet to a point for the southeast corner of the herein described tract in the east line of a called 8.00 acre tract of land as described in deed to Johnny Redden Ward and wife Mary Ann Ward recorded in Volume 657, Page 539 of the Brazos County Deed Records; THENCE, North 19° 54' 57" East, along the common line between said 8.00 acre tract and said 12.74 acre tract, a distance of 34.61 feet to point for the northwest corner of said 12.74 acre tract and the northeast corner of said 8.00 acre tract and being in the southerly right -of -way line of said Sandy Point Road (FM 1687) in a 1,392.39 foot non - tangent curve to the right; Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg 1n0210186Parce13.doc 2627 North Loop West, Suite 224 • Houston, Texas 77008 • Tel: (713) 861 -7068 • Fax: (713) 861 -4131 L 29 ‘4011' Parcel No. 3 Page 2 of 2 THENCE, northeasterly, along the southerly right -of -way line of said Sandy Point Road (FM 1687), along said curve to the right, having a radius of 1,392.39 feet, a central angle of 18° 20' 48, and a chord bearing North 89° 31' 44" East, 443.95 feet, an arc distance of 445.86 feet to the POINT OF BEGINNING and containing 0.308 acre (13,398 square feet) of land. O TC ft9 Douglas W. Tumer ? Douglas . urner 3988 Registered Professional Land Surveyor <..;90 ,i;, \- _.9044 Texas Registration Number 3988 `'SUR` April 9, 2003 A survey map was prepared in conjunction with this metes and bounds description. L Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg fn0210186Parce13.doc L 30 LANDTECH CONSULTANTS, INC. Civil Engineering • Land Surveying Parcel No. 4 Page 1 of 2 April 9, 2003 BEING A 0.285 ACRE (12,419 SQUARE FOOT) TRACT OF LAND IN THE FRANCIS W. SMITH SURVEY, ABSTRACT NUMBER 219 AND BEING A PORTION OF A CALLED 10.00 ACRE TRACT OF LAND DESCRIBED IN DEED TO JAMES M. DAVIDSON AND WIFE JUDY A. DAVIDSON RECORDED IN VOLUME 1140, PAGE 501 OF THE BRAZOS COUNTY DEED RECORDS, SAID 0.285 ACRE (12,419 SQUARE FOOT) TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS: (Bearing orientation is based on the Texas State Plane Coordinate System, Central Zone, North American Datum of 1983.) BEGINNING at a 1 /2 inch iron rod found for the northeast corner of said 10.00 acre tract and being the northwest corner of that certain called 10.00 acre tract of land described in deed to Chester H. Michalak and Cyndie A. Michalak recorded in Volume 3766, Page 134 of the Brazos County Deed Records and being in the southerly right -of -way line of Sandy Point Road (FM 1687) (80 feet wide), as defined per Texas Highway Department (TxDOT) plans dated March 7, 1952, CSJ Number 1560 -1 -2; THENCE, South 20° 54' 52" West along the common line between said Davidson 10.00 acre tract and said Michalak 10.00 acre tract, a distance of 30.23 feet to a point for the southeast corner of the herein described tract; THENCE, North 76° 09' 48" West, 30.00 feet south of and parallel to the southerly right -of -way line of said Sandy Point Road (FM 1687), a distance of 285.69 feet to a point at the beginning of a 1,362.39 foot curve to the left; THENCE, northwesterly, continuing 30.00 feet south of and parallel to the southerly right -of -way line of said Sandy Point Road (FM 1687) and along said curve to the left having a radius of 1,362.39 feet, a central angle of 05° 23' 09 ", and a chord bearing of North 78° 51' 23" West, 128.02 feet, an arc distance of 128.06 feet to a point for the southwest corner of the herein described tract in the east line of that certain 12.74 acre tract of land described in deed to M. Lynn Lamoreux recorded in Volume 688, Page 269 of the Brazos County Deed Records; THENCE, North 19° 57' 49" East, along the common line between said 12.74 acre tract and said Davidson 10.00 acre tract, a distance of 30.60 feet to a point for the northwest corner of the herein described tract, the northwest corner of Landtech Consultants, Inc. Job No. 02-1-0186 Drawing No. 0210186.dwg f n0210186Parcel4.doc 2627 North Loop West, Suite 224 • Houston, Texas 77008 • Tel: (713) 861-7068 • Fax: (713) 861-4131 L 31 Parcel No. 4 Page 2 of 2 said Davidson 10.00 acre tract and the northeast corner of said 12.74 acre tract and being in the southerly right -of -way line of said Sandy Point Road (FM 1687) in a 1,392.39 foot radius curve to the right; THENCE, northeasterly, along the southerly right -of -way line of said Sandy Point Road (FM 1687), along said curve to the right, having a radius of 1,392.39 feet, a central angle of 05° 08' 04," and a chord bearing South 78° 43' 50" East, 124.73 feet, an arc distance of 124.78 feet to a point for the end of said curve; THENCE, South 76° 09' 48" East, continuing along the southerly right -of -way line of said Sandy Point Road (FM 1687), a distance of 289.41 feet to the POINT OF BEGINNING and containing 0.285 acre (12,419 square feet) of land. �PC c ' , .* * r � :k tb 0 - 7 -44/t Douglas W. Tumer Douglas . t urner < 9 3988 � Registered Professional Land Surveyor ' '?sslo� -:.0 Texas Registration Number 3988 �SURV� April 9, (llow A survey map was prepared in conjunction with this metes and bounds description. Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg fn0210186Parce14.doc L 32 LANDTECH CONSULTANTS, INC. k er Civil Engineering • Land Surveying Parcel No. 5 Page 1 of 2 April 9, 2003 BEING A 0.280 ACRE (12,186 SQUARE FOOT) TRACT OF LAND IN THE FRANCIS W. SMITH SURVEY, ABSTRACT NUMBER 219 AND BEING A PORTION OF A CALLED 10.00 ACRE TRACT OF LAND DESCRIBED IN DEED TO CHESTER H. MICHALAK AND CYNDIE A. MICHALAK RECORDED IN VOLUME 3766, PAGE 134 OF THE BRAZOS COUNTY DEED RECORDS, SAID 0.280 ACRE (12,186 SQUARE FOOT) TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS: (Bearing orientation is based on the Texas State Plane Coordinate System, Central Zone, North American Datum of 1983.) BEGINNING at a 'h inch iron rod found for the northwest corner of said 10.00 acre tract and being the northwest corner of that certain called 10.00 acre tract of land described in deed to James M. Davidson and Judy A. Davidson recorded in Volume 1140, Page 501 of the Brazos County Deed Records and being in the southerly right -of -way line of Sandy Point Road (FM 1687) (80 feet wide) as defined per Texas Highway Department (TxDOT) plans dated March 7, 1952, CSJ Number 1560 -1 -2; THENCE, South 76° 09' 48" East, along the southerly right -of -way line of said Sandy Point Road (FM 1687), a distance of 149.59 feet to a point for the beginning of a 5,689.58 foot radius curve to the right; THENCE, southeasterly, continuing along the southerly right -of -way line of said Sandy Point Road (FM 1687), along said 5,689.58 foot radius curve to the right, having a central angle of 02° 35' 03" and a chord bearing South 74° 52' 17" East, 256.60 feet, a distance of 256.62 feet to a point for the northeast corner of the herein described tract, the northeast corner of said Michalak 10.00 acre tract and the northwest corner of a called 10.01 acre tract of land described in deed to James Bradley Williams recorded in Volume 4903, Page 80 of the Brazos County Deed Records, from which a found 1 /2 inch iron rod bears North 37° 30' 35" East, 3.98 feet; THENCE, South 20° 55' 09" West along the common line between said 10.01 acre tract and said Michalak 10.00 acre tract, a distance of 30.09 feet to a point for the southeast corner of the herein described tract in a non - tangent 5,659.58 foot radius curve to the left; Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg in0210186Parce15.doc 2627 North Loop West, Suite 224 • Houston, Texas 77008 • Tel: (713) 861 -7068 • Fax: (713) 861 -4131 L 33 Parcel No. 5 Page 2 of 2 THENCE, northwesterly, 30.00 feet south of and parallel to the southerly right -of- way line of said Sandy Point Road (FM 1687) and along said curve to the left having a radius of 5,659.58 feet, a central angle of 02° 33' 37 ", and a chord bearing of North 74° 53' 00" West, 252.88 feet, an arc distance of 252.90 feet to a point at the end of said curve; THENCE, North 76° 09' 48" West, continuing 30.00 feet south of and parallel to the southerly right -of -way line of said Sandy Point Road (FM 1687), a distance of 153.31 feet to a point for the southwest corner of the herein described tract and being in the east line of a said Davidson 10.00 acre tract acre; THENCE, North 20° 54' 52" East, along the common line between said Davidson 10.00 acre tract and said Michalak 10.00 acre tract, a distance of 30.23 feet to the POINT OF BEGINNING and containing 0.280 acre (12,186 square feet) of land. �P�v 0 TF 9 ' � g s Douglas W. Turner 3988 �,: Douglas . urner C4ti �o� Registered Professional Land Surveyor O SL1F0 - Texas Registration Number 3988 April 9, 2003 A survey map was prepared in conjunction with this metes and bounds description. Landtech Consultants, Inc. Job No. 02- 1.0186 Drawing No. 0210186.dwg fn0210186Parce15.doc 34 LANDTECH CONSULTANTS, INC. Civil Engineering ' Land Surveying Parcel No. 6 Page 1 of 2 April 9, 2003 BEING A 0.294 ACRE (12,808 SQUARE FOOT) TRACT OF LAND IN THE FRANCIS W. SMITH SURVEY, ABSTRACT NUMBER 219 AND BEING A PORTION OF A CALLED 10.01 ACRE TRACT OF LAND DESCRIBED IN A DEED TO JAMES BRADLEY WILLIAMS RECORDED IN VOLUME 4903, PAGE 80 OF THE BRAZOS COUNTY DEED RECORDS, SAID 0.294 ACRE (12,808 SQUARE FOOT) TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS: (Bearing orientation is based on the Texas State Plane Coordinate System, Central Zone, North American Datum of 1983.) COMMENCING at a t/2 inch iron rod found for the northwest corner of that certain called 10.00 acre tract of land described in deed to Chester H. Michalak and Cyndie Michalak recorded in Volume 3766, Page 134 of the Brazos County Deed Records and being in the southerly right -of -way line of Sandy Point Road (FM 1687) (80 feet wide) as defined per Texas Highway Department (TxDOT) plans dated March 7, 1952, CSJ Number 1560 -1 -2; THENCE, South 76° 09' 48" East, along the southerly right -of -way line of said Sandy Point Road (FM 1687), a distance of 149.59 feet to the beginning of a 5,689.58 foot radius curve to the right; Ikoow THENCE, southeasterly, continuing along the southerly right -of -way line of said Sandy Point Road (FM 1687), along said curve to the right, having a radius of 5,689.58 feet, a central angle of 02° 35' 03 ", and a chord bearing South 74° 52' 17" East, 256.60 feet, an arc distance of 256.62 feet to the northwest corner of said 10.01 acre tract and the northwest corner and POINT OF BEGINNING of the herein described tract, from which a found 1/2 inch iron rod bears North 37° 30' 35" East, 3.98 feet; THENCE, southeasterly, continuing along the southerly right -of -way line of said Sandy Point Road (FM 1687), along said 5,689.58 foot radius curve to the right, having a central angle of 01° 19' 52" and a chord bearing South 72° 54' 49" East, 132.18 feet, a distance of 132.18 feet to an angle point; THENCE, South 24° 33' 30" East, a distance of 33.66 feet to an angle point; THENCE, South 69° 30' 35" East, a distance of 261.06 feet to a point for the northeast corner of the herein described tract and being in the common line between said 10.01 acre tract and of a called 10.01 acre tract described in deed Landtech Consultants, Inc. Job No. 02- 1.0186 Drawing No. 0210186.dwg f n0210186Parcel6.doc 2627 North Loop West, Suite 224 • Houston, Texas 77008 • Tel: (713) 861 -7068 • Fax: (713) 861 -4131 L 35 Parcel No. 6 Page 2 of 2 to Al Brandt, Jr. and Susan J. Brandt recorded in Volume 4013, Page 277 of the Brazos County Deed Records; THENCE, South 20° 17' 02" West, along the common line between said Williams 10.01 acre tract and said Brandt 10.01 acre tract, a distance of 30.00 feet to a point for the southeast corner of the herein described tract; THENCE, North 69° 30' 35" West, a distance of 273.58 feet to an angle point; THENCE, North 24° 33' 30" West, a distance of 32.79 feet to a point at the beginning of a 5,659.58 foot radius curve to the left; THENCE, northwesterly, along said 5,659.58 foot radius curve to the left, having a central angle of 01° 13' 15" and a chord bearing North 72° 59' 33" West, 120.60 feet, a distance of 120.60 feet to a point for the southwest corner of the herein described tract and being in the common line between said Williams 10.01 acre tract and said 10.00 acre tract; THENCE, North 20° 55' 09" East, along the common line between said 10.00 acre tract and said Williams 10.01 acre tract, a distance of 30.09 feet to the POINT OF BEGINNING and containing 0.294 acre (12,808 square feet) of land. E OF TF �Q S T '9�c'S � • Douglas W. Tumer Douglas to urner 3988 Registered Professional Land Surveyor E sst o yO Texas Registration Number 3988 6 S(jFly - April 9, 2003 A survey map was prepared in conjunction with this metes and bounds description. Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg 10210186Parce16.doc L 36 LANDTECH CONSULTANTS, INC. Civil Engineering • Land Surveying Parcel No. 7 Page 1 of 2 April 9, 2003 BEING A 0.698 ACRE (30,426 SQUARE FOOT) TRACT OF LAND IN THE FRANCIS W. SMITH SURVEY, ABSTRACT NUMBER 219 AND BEING A PORTION OF A CALLED 22.01 ACRE TRACT OF LAND COMPRISED OF AND DESCRIBED IN TWO DEEDS TO AL BRANDT, JR. AND SUSAN J. BRANDT: (1) A 10.01 ACRE TRACT RECORDED IN VOLUME 4013, PAGE 277 AND (2) A 12.00 ACRE TRACT RECORDED IN VOLUME 3819, PAGE 153 OF THE BRAZOS COUNTY DEED RECORDS, SAID 0.698 ACRE (30,426 SQUARE FOOT) TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS: (Bearing orientation is based on the Texas State Plane Coordinate System, Central Zone, North American Datum of 1983.) COMMENCING at a 80d nail found for the most northerly northeast corner of said 12.00 acre tract and being the northwest corner of that certain called 1.01 acre tract described in a deed to the City of College Station recorded in Volume 436, Page 422 of the Brazos County Deed Records, and being in the southerly right -of -way line of Sandy Point Road (FM 1687) (80 feet wide) as defined per Texas Highway Department (TxDOT) plans dated March 7, 1952, CSJ Number 1560 -1 -2; THENCE, South 42° 34' 36" West, along a common line between said 12.00 acre tract and said 1.01 acre tract, a distance of 33.26 feet to the northeast corner and POINT OF BEGINNING of the herein described tract; THENCE, South 42° 34' 36" West, continuing along a common line between said 12.00 acre tract and said 1.01 acre tract, a distance of 32.38 feet to a point for the southeast corner of the herein described tract; THENCE, North 69° 30' 35" West, a distance of 1008.06 feet to a point for the southwest corner of the herein described tract and being in the west line of said 10.01 acre tract and the east line of a called 10.01 acre tract of land described in deed to James Bradley Williams recorded in Volume 4903, Page 80 of the Brazos County Deed Records; THENCE, North 20° 17' 02" East, along the common line between said Brandt 10.01 acre tract and said Williams 10.01 acre tract, a distance of 30.00 feet to a point for the northwest corner of the herein described tract; Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg f n 0210186 Pa rcel7. do c 2627 North Loop West, Suite 224 • Houston, Texas 77008 • Tel: (713) 861 -7068 • Fax: (713) 861.4131 37 Parcel No. 7 Page 2 of 2 THENCE, South 69° 30' 35" East, a distance of 1020.34 feet to the POINT OF BEGINNING and containing 0.698 acre (30,426 square feet) of land. 1P�E OT fx q 14: o'• it 4 Douglas W. Turner / ♦, =.A 3988 Douglas xer. urner •.9 o �� SS1o � , P��Q Registered Professional Land Surveyor 'I;p s RVy Texas Registration Number 3988 April 9, 2003 A survey map was prepared in conjunction with this metes and bounds description. L Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg 1 n0210186Parcel7.doc L 38 LANDTECH CONSULTANTS, INC. Civil Engineering • Land Surveying Parcel No. 8 Page 1 of 2 April 9, 2003 BEING A 1.956 ACRE (85,207 SQUARE FOOT) TRACT OF LAND IN THE THOMAS WEBB SURVEY, ABSTRACT NUMBER 240 AND BEING A PORTION OF A CALLED 165.00 ACRE TRACT OF LAND DESCRIBED IN A DEED TO D'ANNE R. JOHNSON RECORDED IN VOLUME 1306, PAGE 259 OF THE BRAZOS COUNTY DEED RECORDS, SAID 1.956 ACRE (85,207 SQUARE FOOT) TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS: (Bearing orientation is based on the Texas State Plane Coordinate System, Central Zone, North American Datum of 1983.) COMMENCING at a TxDOT concrete monument found for the northwest corner of said 165.00 acre tract and being at the intersection of the southeast right -of- way line of Britten Road (variable width, as occupied, no deed found) and the southerly right -of -way line of Sandy Point Road (FM 1687) (80 feet wide) as defined per Texas Highway Department (TxDOT) plans dated March 7, 1952, CSJ Number 1560 -1 -2; THENCE, South 42° 04' 28" West, along the common line between said 165.00 acre tract and said Britten Road, a distance of 34.46 feet to the northwest corner and POINT OF BEGINNING of the herein described tract; THENCE, South 69° 16' 31" East, a distance of 1270.71 feet to an angle point; THENCE, North 65° 06' 00" East, a distance of 64.75 feet to an angle point in the southerly right -of -way line of said Sandy Point Road (FM 1687); THENCE, South 69° 54' 00" East, along the southerly right -of -way line of said Sandy Point Road (FM 1687), a distance of 1504.87 feet to point for the northeast corner of said 165.00 acre tract and the northwest corner of a called 9.15 acre tract of land described in a deed to Richard T. Britten recorded in Volume 283, Page 232 of the Brazos County Deed Records; THENCE, South 42° 22' 42" West, along the common line of said 165 acre tract and said 9.15 acre tract, a distance of 32.42 feet to a point for the southeast corner of the herein described tract; THENCE, North 69° 54' 00" West, a distance of 1480.15 feet to an angle point; THENCE, South 65° 06' 00" West, a distance of 64.95 feet to an angle point; Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg 1n0210186Parce18.doc 2627 North Loop West, Suite 224 • Houston, Texas 77008 • Tel: (713) 861 -7068 • Fax: (713) 861 -4131 L 39 f limpr Parcel No. 8 Page 2 of 2 THENCE, North 69° 16' 31 "West, a distance of 1295.06 feet to a point in the southeast right -of -way line of said Britten Road for the southwest corner of the herein described tract; THENCE, North 42° 04' 28" East, along the southeast right -of -way line of said Britten Road and the west line of said 165.00 acre tract, a distance of 32.21 feet to the POINT OF BEGINNING and containing 1.956 acre (85,207 square feet) of land. •T F 14- r' Douglas W. Turner ( • '• -0 3988 • Douglas . Turner X 4' 9 ° F l' •o Registered Professional Land Surveyor 9 Texas Registration Number 3988 April 9, 2003 A survey map was prepared in conjunction with this metes and bounds description. Landtech Consultants, Inc. Job No. 02 -1 -0186 Drawing No. 0210186.dwg f n 0210186 P a rcel8.doc 40