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HomeMy WebLinkAbout02-22-01-12.07 - Resolution - 02/22/2001RESOLUTION DETERMINING NEED RESOLUTION NO. 02-22-01-12.07 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, DETERMINING A PUBLIC NECESSITY TO ACQUIKE AN EASEMENT INTEREST IN CERTAIN PROPERTY; GIVING NOTICE OF AN OFFICIAL DETERMINATION TO ACQUIRE AN EASEMENT INTEREST IN PROPERTY FOR THE PARALLEL WATER TRANSMISISON PIPELINE PROJECT; AND ESTABLISHING PROCEDURES FOR THE ACQUISITION OF AN EASEMENT INTEREST IN THE PROPERTY. WHEREAS, it is necessary to establish procedures for determining the establishment and approval of just compensation for each of the parcels in which to acquire an easement interest for the PARALLEL WATER TRANSMISSION PIPELINE PROJECT; and WHEREAS, there may be improvements located on some of the real property in which an easement interest is acquired for this Project, and such improvements may be required to be moved or demolished prior to the beginning of the Project; now, therefore, BE IT RESOLVED by the City Council of the City of College Station, Texas: PART 1: That the City Council of the City of College Station, Texas, hereby officially determines that there is a public necessity for the construction of a parallel water transmission pipeline adjacent to the TxDOT right-of-way along FM1687 from the Sandy Point Pump Station to FM2818, and along FM2818 from FM1687 to State Highway 21, and the public welfare and convenience will be served by the acquisition of an easement interest in properties referenced as Exhibits "A" through "J" attached hereto and made a part hereof for all purposes as part of the PARALLEL WATER TRANSMISSION PIPELINE Project, for the purpose of expanding the City's water production facilities to meet present and future system demands. 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 an easement interest in property for the PARALLEL WATER TRANSMISSION PIPELINE PROJECT. 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 said 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 appraiser shall make a recommendation to the City Manager as to the establishment and approval of the amount of the just compensation for an easement interest in said parcels. PART 4: After consideration of said recommendation, the City Manager shall establish and approve the amount determined for acquisition of an easement interest in the parcels. PART 5: Upon establishment and approval by the City Manager of the amount of just compensation for the acquisition of an easement interest, the City's Land Agent is PART 6: PART 7: PART 8: authorized to communicate a written offer to the owners of said parcels for the acquisition of an easement interest in said parcels at the full amount determined and established to be just compensation therefore and to negotiate with said owners on behalf of the City. If the amount of compensation is in excess of $50,000.00, the offer shall be contingent on City Council approval. That the Mayor at~er approval by City Council is hereby authorized to execute all documents necessary to acquire an easement interest in each of the parcels needed for said Project, on behalf of the City of College Station. 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. That this resolution shall take effect immediately from and at~er its passage. ADOPTED this ATTEST: 22nd day of CONNIE HOOKS, City Secretary APPROVED: City Attorney February ., A.D. 2001. APPROVED: ~--YN~//McILHANEY, Mayor/ EXHIBIT "A" FIELD NOTES CITY OF COLLEGE STATION PROPOSED 25' WIDE UTILITY EASEMENT TRACT NO. 21 1.58 ACRES (68,989 S.F.) BEING OUT OF THE ESTHER SANE McDOUGAL CALLED 660.88 ACRE TRACT VOLUME 2601, PAGE 101 A. McMAHON SURVEY, A - 168 & THOMAS WEBB SURVEY, A - 240 BRAZOS COUNTY, TEXAS OCTOBER 6, 2000 All that certain lot, tract or parcel of land being 1.58 acres situated in the A. McMAHON SURVEY, Abslract No. I68, & the THOMAS WEBB SURVEY, Abstract No. 240, Brazes County, Texas, and being a part of the Called 660.88 acre tract designated as Exhibit "A", Tract One, as described in Partition and Exchange Agreement deed between Diebel Family Partners, Ltd. and Esther Jane McDougal of record in Volume 2601, Page I01, Deed/Official Records of Brazes County, Texas, said i.58 acre easement being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod set in the most westerly southeast line of said Mcdougal Called 660.88 acre tract and the northwest line of the Enrique Reyes-Garza Called 1.266 acre tract as described in Volume 3178, Page 149, for the most southerly comer, said corner being a point in the curving northeast line of a 15 foot wide water line easement conveyed to Fairview-Smetana Water Supply Corporation as described in Volume 841, Page 605, said comer also being N 43 o 13 ' 09 "E, a distance of 19.74 feet from the calculated most westerly south comer of said McDougal Called 660.88 acre tract and the west comer of said Reyes-Garza Called 1.266 THENCE along the southwest line of the herein described tract and the northeast line of said Fairview-Smetana Water Supply Corporation 15 foot wide easement, across and through said McDougal Called 660.88 acre tract, around a curve in a counter-clockwise direction having a delta angle of 20 o 53 ' 44 ", an arc distance of 714.57 feet, a radius of 1959.34 feet, and a chord of N 36 o 52 ' 32 "W, a distance of 710.61 feet to a 1/2" Iron Rod set for the point of tangency and end of said curve; THENCE continuing along the southwest line of the herein described tract and the northeast line of said Fairview-Smetana Water Supply Corporation 15 foot wide easement, the following calls: ! .) N 47 o 19 ' 24" W a distance of 388.20 feet to a 1/2" Iron Rod set for angle point; 2.) N 40 o 07' 41 "W a distance of 16.74 feet to a 1/2" Iron Rod set for angle point; 3.) N 53 o 07 ' 54" W a distance of 48.26 feet to a 1/2" Iron Rod set for angle point; 4.) N 47 o 16 ' 34" W n distance of 1127.46 feet to a 1/2" Iron Rod set for angle point; 5.) N 48 o 47 ' 56" W a distance of 354.54 feet to a !/2" Iron Rod set for angle point; and, 6.) N 63 o 51 ' 17" W a distance of 59.96 feet to a 1/2" Iron Rod set for a southwest comer in the most southwest line of said McDougal Called 660.88 acre tract of land and the northeast line of the City Of College Station Called 7.07 acre tract as described in Volume 412, Page 712, said corner being N 48 o 15 ' 16" W a distance of 386.15 feet from the calculated east corner of said City of College Station Called 7.07 acre tract and an angle point in said most westerly southwest line of the McDougal Called 660.88 acre tract; THENCE N 48 ° 44 ' 25 "W, along a line common to said McDougal Called 660.88 acm tract and said City of College Station Called 7.07 acre tract, a distance of 95.88 feet to a 1/2" Iron Rod set for the most northerly comer, said comer being S 48 ° 15 ' 16" E a distance of 1236.66 feet from the calculated west comer of said McDougal Called 660.88 acre tract and the north comer of said City of College Station Called 7.07 acre tract; THENCE along the proposed northeasterly line of the herein described tract, across and through said McDougal Called 660.88 acre tract, the following calls: 1 .) S 63 o 51 ' 17" E a distance of 155.83 feet to a 1/2" Iron Rod set for angle point; 2.) S 48 o 47 ' 56" E a distance of 358.18 feet to a 1/2" Iron Rod set for angle point; 3.) S 47 o 16' 34" E a distance of 1126.51 feet to a I/2" Iron Rod set for angle point; 4.) S 53 ° 07 ' 54" E a distance of 49.83 feet to a 1/2" Iron Rod set for angle point; 5.) S 40 o 07 ' 41 "E a distance of 18.02 feet to a 1/2" Iron Rod set for angle point; 6.) S 47 o 19' 24" E a distance of 386.63 feet to a 1/2" Iron Rod set for point of curvature of said proposed northeasterly line; and, 7.) around a curve in a clockwise direction having a delta angle of 20 o 37 ' 41 ", an arc distance of 714.42 feet, a radius of 1984.34 feet, and a chord of S 37 ° 00 ' 34 "E, a distance of 710.57 feet to a 1/2" [mn Rod set for the most easterly corner in the aforesaid most westerly southeast line of the McDougal Called 660.88 acre tract and the northwest line of the Reyes- Gnrza Called 1.266 acre tract, said comer being S 43 ° 13 ' 09 "W a distance of 220.64 feet from a 1/2" Iron Rod found for an interior comer of said Called 660.88 acre tract; THENCE S 43 ° 13 ' 09 "W, along a line common to said McDougal Called 660.88 acre tract and said Reyes-GarT_a Called 1.266 acre tract, a distance of 26.64 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 68,989 SQUARE FEET or 1.58 ACRES OF LAND MORE OR LESS, according to a survey performed during the month of September, 2000, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Orientation is based on rotating the southwest line to Grid North by utilizing GPS Methods. For other information see accom apanytng plat. P I ~-C :V',,I$OFF IC~W INWOR. D~CSWTI~TI~.AC'T21F.DOC :EXHIBIT "B" FIELD NOTES CITY OF COLLEGE STATION PROPOSED 25' WIDE UTILITY EASEMENT TRACT NO. 22 0.09 OF ONE ACRE 0,965 S.F.) BEING OUT OF THE ENRIQUE REYES-GARZA, ET UX. CALLED 1.266 ACRE TRACT VOLUME 3178, PAGE 149 A. McMAHON SURVEY, A - 168 BRAZES COUNTY, TEXAS OCTOBER 6, 2000 All that certain lot, tract or parcel of land being 0.09 of one acre situated in the A. McMAHON SURVEY, Abstract No. 168, Brazes County, Texas, and being a part of the Called !.266 acre Iract as described in deed from Porterfield Family Partners I, Ltd. to Enrique Reyes-Garza of record in Volume 3178, Page 149, Deed/Official Records of Brazes County, Texas, said 0.09 of one acre easement being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod set in the southeast line of said Reyes-Garza Called 1.266 acre tract and the northwest line of the Mary Margaret Fowler, Trustee, Called 1.641 acre tract as described in Volume 2415, Page 317, for the most southerly comer, said comer being a point in the northeast line of a 15 foot wide water line easement conveyed to Fairview-Smetana Water Supply Corporation as described in Volume 841, Page 627 and Volume 882, Page 374, said corner also being N 57 o 57 ' 03 "E, a distance of 15.56 feet from the calculated south comer of said Reyes-Garza Called 1.266 acre tract and the west comer of said Fowler Called 1.641 acre tract; THENCE N 24 o 51 ' 54" W along the southwest line of the herein described tract and thc northeast line of said Fairview-Smetana Water Supply Corporation 15 foot wide easement, a distance of 92.73 feet to a 1/2" Iron Rod set for angle point; THENCE N 21 o 59 ' 42" W continuing along the southwest linc'of the herein described tract and the northeast line of said Fairview-Smetana Water Supply Corporation 15 foot wide easement, a distance of 58.07 feet to a 1/2" Iron Rod set for the point of curvature of said southwest line; THENCE continuing along the southwest line of the herein described tract and the northeast line of said Fairview-Smetana Water Supply Corporation 15 foot wide easement around a curve in a counter-clockwise direction having a delta angle of 00 o 07 ' 45 ", an arc distance of 4.42 feet, a radius of 1959.34 feet, and a chord of N 26 ° 21 ' 47" W, a distance of 4.42 feet to a 1/2" Iron Rod set for the most westerly comer in the northwest line of said Reyes-Garza Called 1.266 acre tract and the most westerly southeast line of the Esther .lane McDougal Called 660.88 acre tract (Exhibit "A"-designated Tract One) as described in Volume 2601, Page 10l, said comer being N 43 o 13 ' 09" E a distance of 19.74 feet form the calculated west comer of said Reyes-Garza Called 1.266 acre tract and the most westerly south comer of said McDougai Called 660.88 acre tract; THENCE, N 43 ° 13 ' 09" E, along a line common to said Reyes-Garza Called 1.266 acre tract and said McDougal Called 660.88 acre tract, a distance of 26.64 feet to a 1/2" Iron Rod set for the most northerly corner on the curving proposed northeasterly line of the herein described tract, said comer being S 43 o 13 ' 59" W a distance of 220.64 feet from a 1/2" Iron Rod found for the north comer of said Reyes-Garza Called 1.266 acre tract and an interior comer of said McDougal Called 660.88 acre tract; THENCE along said curving proposed northeasterly line of the herein described tract, across and through said Reyes-Garza Called 1.266 acre tract, around a curve in a clockwise direction having a delta angle of 00 o 25 ' 27 ", an arc distance of 14.69 feet, a radius of 1984.34 feet, and a chord of S 26 o 29 ' 00 "E, a distance of 14.69 feet to a 1/2" Iron Rod set for the point of tangency and end of said curve; THENCE S 21 o 59 ' 42 "E continuing along said proposed northeasterly line of the herein described tract, across and through said Reyes-Garza Called 1.266 acre tract, a distance of 58.38 feet to a 1/2" Iron Rod set for angle point; THENCE S 24 o 51 ' 54 "E continuing along said proposed northeasterly line of the herein described tract, across and through said Reyes-Garza Called 1.266 acre tract, a distance of 88.95 feet to a 1/2" Iron Rod set for the most easterly comer, said comer being n point in the aforesaid southeast line of the Reyes-Garza Called 1.266 acre tract and the northwest line of the Fowler Called 1.641 acre tract, said comer being S 57 o 57 ' 03 "W a distance of 301.24 feet from the calculated most easterly comer of said Reyes-Gatza Called 1.266 acre tract; THENCE S 57 o 57' 03" W, along the line common to said Reyes-GatT. a Called 1.266 acre tract and said Fowler Called 1.641 acre tract, a distance of 25.20 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 3,965 SQUARE FEET or 0.09 OF ONE ACRE OF LAND MORE OR LESS, according to a survey performed during the month of September, 2000, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Orientation is based on rotating the northeast line to Grid North b~ utilizing GPS Methods. For other information see accompanying plat.-,s.~. I' I ~'C:~MSOI:~IC~=~WINWORD~CSWll~'I'~ACT2~ F.DOC · EXHIBIT "C" FIELD NOTES CITY OF COLLEGE STATION PROPOSED 25' WIDE UTILITY EASEMENT TRACT NO. 23 0.14 OF ONE ACRE (6,107 S.F.) BEING OUT OF THE MARY MARGARET FOWLER, TRUSTEE OF THE TESTAMENTARY TRUST (CALLED TRUST" B ") CALLED 1.641 ACRE TRACT VOLUME 2415, PAGE 3 l 7 A. McMAHON SURVEY, A - 168 BRAZOS COUNTY, TEXAS OCTOBER 6, 2000 All that certain lot, tract or parcel of land being 0.14 of one acm situated in the A. McMAHON SURVEY, Abstract No. 165, Brazos County, Texas, and being a part of the Called 1.641 acre tract as described in deed from Irene H. Porterfield, Independent Executrix of the Estate of Clyde $. Porterfield, Sr., to Mary Margaret Fowler, Trustee of the Testamentary Trust (Called Trust" B ') of record in Volume 2415, Page 317, Deed/Official Records of Brazes County, Texas, said 0.14 of one acre easement being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod set in the southeast line of said Fowler Called 1.641 acre tract and the northwest line of the remainder of the Harrison Owens Called 102 acre tract and Called 2-1/2 acre tract as described in Volume "S", Page 163, Volume 711, Page 675, and Civil Minutes Book "J", Page 401, for the most southerly comer, said comer being a point in the northeast line of a 15 foot wide water line easement conveyed to Fairview-Smetana Water Supply Corporation as described in Volume 841, Page 627 and Volume 882, Page 374, said comer also being N 42 o 13 ' 53 "F,, a distance of 18.02 feet from the calculated south comer of said Fowler Called 1.641 acre tract and the west corner of said Owens remainder of the Called 102 acre tract; THENCE N 24 o 51 ' 54" W along the southwest line of the herein described tract and the northeast line of said Fairview-Smetana Water Supply Corporation 15 foot wide easement, a distance of 247.97 feet to a 1/2" lrnn Rod set for the most westerly comer, said comer being a point in the northwest line of said Fowler Called 1.641 acre tract and the southeast line of the Enrique Reyes-Garza, Et ux. Called 1.266 acre tract as described in Volume 3178, Page 149, said corner also being N 57 o 57 '.03 "E, a distance of 15.56 feet from the calculated west comer of said Fowler Called 1.641 acre tract and the south corner of said Enrique Reyes-Garza, Et ux., Called 1.266 acre tract; THENCE, N 57 o 57 ' 03 "E, along the line common to said Fowler Called 1.641 acre tract and said Reyes=Garza Called 1.266 acre tract, a distance of 25.20 feet to a i/2" Iron Rod set for the most northerly comer on the proposed northeasterly line of the herein described tract, said corner being S 57 o 57 ' 03 "W a distance of 301.24 feet from the calculated north comer of said Fowler Called 1.641 acre tract and the east corner ofthe Reyes-Garza Called 1.266 acre tract; THENCE S 24 o 51 ' 54" E along said proposed northeasterly line of the herein described tract, across and through said Fowler Called 1.641 acre tract, a distance of 240.56 feet to a 1/2" Iron Rod set for the most easterly comer, said comer being a point in the aforesaid southeast line of the Fowler Called 1.641 acre tract and the northwest line of the Owens remainder of the Called 102 acre tract and the Called 2-1/2 acre tract, said comer being S 42 o 13 ' 53 "W a distance of 386.10 feet from a 1/2" Iron Rod found for the most easterly coroer of said Fowler Called 1.641 acre tract; THENCE S 42 ° 13 ' 53 "W, along the line common to said Fowler Called 1.641 acre tract and said Owens remainder of the Called 102 acre tract, a distance of 27.14 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 6,107 SQUARE FEET or 0.14 OF ONE ACRE OF LAND MORE OR LESS, according to a survey performed during the month of September, 2000, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Orientation is based on rotating the northeast line to Grid North by utilizing GPS Methods. For other information ~lat. P 166-C :~15OrFIC ~WINV~ ORD~CSWTR~.TRACT23 F. DOC EXHIBIT "D" FIELD NOTES CITY OF COLLEGE STATION PROPOSED 25' WIDE UTILITY EASEMENT TRACT NO. 24 2.41 ACRES (105,045 S.F.) BEING OUT OF TIIE HARRISON OWENS, ET AL. REMAINDER OF CALLED 102 ACRE & 2-1/2 ACRE TRACTS VOLUME "S", PAGE 163, VOLUME 711, PAGE 675 AND CIVIL MINUTES BOOK "J", PAGE 401 A. McMAHON SURVEY, A - BRAZES COUNTY', TEXAS OCTOBER 6, 2000 All that certain lot, tract or parcel of land being 2.41 acres situated in the A. McMAHON SURVEY, Abstract No. 168, Brazes County, Texas, and being a part of the following described tracts: 1) being a part of tho remainder of that certain Called 102 acre tract ns described in deed from Jack McMahon to Jack Rogers of record in Volume "S", Page 163, Deed Records of Brazes County, Texas; and, 2) being a part of that certain called 2-1/2 acre tract as described in Partition to M. Nagle of record in Volume "J", Page 401, Civil Minutes, District Court, Brazes County, Texas; said 2.41 acre easement being more particularly described by metes and bounds as follows: BI~-GINNING at a 1/2" Iron Rod set in the southeast line of said Jack Rogers remainder of tho Called i 02 acre tract and tho northwest line of the remainder of the John T. Lanehart, Sr. Called 23-I/2 acre tract as described in Volume 3487, Page 308, for thc most southerly comer, said comer being a point in the northeast line of a 15 foot wide Fairview-Smetana Water Supply Corporation water line easement and being N 41 o 11 ' 50 "E, a distance of 25.87 foot from tho calculated south comer of said Jack Rogers remainder of tho Called 102 acre tract and tho west comer of said Lanehart remainder of the Called 23-1/2 acre tract; THENCE along tho southwest line of the herein described tract and the northeast line of said Fairviow-Smetana Water Supply Corporation 15 foot wide easement, the following calls: 1.) N 55 o 38' 06" W, a distance of 28.06 feet to a 1/2" Iron Rod set for anglo point; 2.)N 49 °49' 38 3.) N 4g o 54 ' 25 4.) N 52 ° 00' 23 5.) N 58 o 13 ' 39 6.) N 51 ° 34' 06 7.)N40° 15' 30 8.)N 5l o34,06 9.) N 44 ° 00' 59 10.)N 52 ° 13 ' 04 11.)N52°40' 26 12.)N57°38' 50 13.) N 47 'o 26 ' 53 14.) N 50 o 49' 02 15.)N 57° !1 '34 16.) N 48 o 50 ' 22 "W, a distance of 56.01 feet to a !/2" Iron Rod set for angle point; "W, a distance of 270.33 feet to a I/2" Iron Rod set for angle point; "W, a distance of 353.09 feet to a 1/2" Iron Rod set for angle point; "W, a distance of 146.25 feet to a 1/2" Iron Rod set for angle point; "W, a distance of 578.21 feet to a 1/2" Iron Rod set for angle point; "W, a distance of 101.98 feet to a I/2" Iron Rod set for angle point; "W,.a distance of 347.08 feet to a I/2" Iron Rod set for angle point; "W, a distance of 79.29 feet to a !/2" Iron Rod set for angle point; "W, a distance of 120.27 feet to a 1/2" Iron Rod set for angle point; "W, a distance of 69.13 feet to a 1/2" Iron Rod set for angle point; "W, a distance of 56.64 feet to a 1/2" Iron Rod set for angle point; "W, a distance of 33.47 feet to a 1/2" Iron Rod set for angle point; "W, a distance of 166.57 feet to a 1/2" Iron Rod set for angle point; "W, n distance of 40.83 feet to a 1/2" Iron Rod set for angle point; "W, a distance of 76.60 feet to a 1/2" Iron Rod set for angle point; 17.) N 52 o 02 18.)N 42 o 18 19.) N 38 o O2 20.) N 33 o 00 21.)N 24° 16 22.)N 21 o 03 23.) N 29 ° 52 24.) N 24 o 09 and, 50" W, a distance of 276.99 feet to a 1/2" Iron Rod set for angle point; 48" W, a distance of 153.03 feet to a 1/2" Iron Rod set for angle point; 23 "W, a distance of 359.37 feet to a !/2" Iron Rod set for angle point; 44 "W, a distance of 129.70 feet to a !/2" Iron Rod set for angle point; 13 "W, a distance of 214.40 feet to a 1/2" Iron Rod set for angle point; 51 "W, a distance of 100.36 feet to a 1/2" Iron Rod set for angle point; 29 "W, a distance of 105.03 feet to a 1/2" Iron Rod set for angle point; 44" W, a distance of 135.52 feet to a 1/2" Iron Rod set for angle point; 25.) N 24 ° 51 ' 54" W, a distance of 203.55 feet to a 1/2" Iron Rod set for the southwest comer, said corner being a point in the southeast line of the Mary Margaret Fowler, Trustee of the Testamentary Trust (Called Trust" B ") Called 1.641 acre tract as described in Volume 2415, Page 317, said comer also being N 42 o ! 3 ' 53 "E, a distance of 18.02 feet from the calculated south comer of said Fowler Called 1.641 acre tract; THENCE, N 42 ° 13 ' 53 "E, along the southeast line of said Fowler Called 1.641 acre tract, a distance of 27.14 to a 1/2" Iron Rod set for the northwest comer on the proposed northeasterly line of the herein described tract, said comer being S 42 ° 13 ' 53 "W - 386.10 feet a I/2" Iron Rod found at the east comer of said Fowler Called 1.641 acre tract; THENCE along said proposed northeasterly line of the herein described tract, the following calls: 1.)524°51 2.) S 24 o 09 3.) S 29 o 52 4.) S 21 ° 03 5.) S 24° 16 6.) S 33 o 00 7.) S 38 ° 02 8.) S 42 ° 18 9.) s ~2 o 02 10.) S 48 o 50 54 "E, a distance 44 "E, a distance 29 "E, a distance 51 "E, a distance 13 "E, a distance 44 "E, a distance 23 "E, a distance 48 "E, a distance 50 "E, a distance 22 "E, a distance ll.)S 57 o 11 34"E, adistance 12.) S 50 o 49' 02" E, a distance 13.) S 47 o 26' 53 "E, a distance 14.) S 57 o 38 ' 50" E, a distance 15.) S 52 o 40' 26" E, a distance 16.) S 52 o 13 ' 04 "E, a distance of 214.27 feet to a 1/2" Iron Rod set for angle point; of 134.42 feet to a 1/2" iron Rod set for angle point; of 105.71 feet to a 1/2" Iron ROd set for angle point; of 101.59 feet to a I/2" Iron Rod se~ for angle point; of211.79 feet to a 1/2" Iron Rod set for angle point; of 126.69 feet to a I/2" Iron Rod set for angle point; of 357.34 feet to a 1/2" Iron Rod set for angle point; of 149.97 feet to a 1/2" Iron Rod set for angle point; of 275.56 feet to a 1/2" Iron Rod set for angle point; of 75.47 feet to a I/2" Iron Rod set for angle point; of 40.39 feet to a 1/2" Iron Rod set for angle point; of 168.70 feet to a 1/2" Iron Rod set for angle point; of 31.98 feet to a !/2" Iron Rod set for angle point; of 55.50 feet to a !/2" Iron Rod set for angle point; of 70.32 feet to a 1/2" Iron Rod set for angle point; of 122.16 feet to a I/2" Iron Rod set for angle point; 17.) S 44 o 00' 59" E, a distance of 79.43 feet to a 1/2" Iron Rod set for angle point; 18.) S 51 o 34 ' 06" E, a distance of 347.91 feet to a 1/2' Iron Rod set for angle point; 19.)'S 40 ° 1.5 ' 30" E, a distance of 101.98 feet to a 1/2" Iron Rod set for angle point; 20.) S 51 o 34 ' 06" E, a distance of 574.28 feet to a 1/2" Iron Rod set for angle point; 21 .) S 58 o 13 ' 39" E, a distance of 146.15 feet to a 1/2" Iron Rod set for angle point; 22.) S 52 o 00 ' 23 "E, a distance of 355.13 feet to a 1/2" Iron Rod set for angle point; 23.) S 48 o 54 ' 25 "E, a distance of 270.80 feet to a 1/2" Iron Rod set for angle point; 24.) S 49 o 49 ' 38" E, a distance of 54.54 feet to a 1/2" Iron Rod set for angle point; and, 25.) S 55 ° 38 ' 06" E, a distance of 29.79 feet to a 1/2" Iron Rod set for the northeast comer in the aforesaid southeast line of the Jack Rogers remainder of the Called 102 acre tract and the northwest line of the Lanehart remainder of the Called 23-1f2 acre tract, said comer being S 41 ° 11 ' 50" W, a distance of 772.37 from the calculated east corner of said Jack Rogers remainder of the Called 102 acre tract; THENCE S 41 o 11 ' 50" W, along the line common to said Jack Rogers remainder of thc Called 102 acm tract and said Lanchart r, mainder of the Called 23-1/2 acre tra~t, a distaneo of 25.18 f~t to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 105,045 SQUARE FEET or 2.41 ACRES OF LAND MORE OR LESS, according to a survey performed during the month of September, 2000, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Oriontation is based on rotating the northwest line to Grid North by utilizing GPS Methods. For other information see accompanying plat. P I f~.C:~,4 SOFI~IC E~W INWORD~CSWTR.~TRACT24F DOC EXHIBIT "e" FIELD NOTES CITY OF COLLEGE STATION PROPOSED 25' WIDE UTILITY EASEMENT TRACT NO. 2:5R 0.27 OF ONE ACRE {11,:569 S.F.) BEING OUT OF THE JOHN T. LANEHART, SR. CALLED 23-1/2 ACRE TRACT VOLUME 348?, PAGE 308 JAMES McMILLAN SURVEY, A - 176 BRAZES COUNTY, TEXAS OCTOBEK 6, 2000 All that certain lot, Iract or parcel of land being 0.27 of one acre situated in the JAMES McMILLAN SURVEY, Abstract No. 176 and the A. McMAHON SURVEY, Abstract No. 168, Brazes County, Texas, and being a part of the remainder of that certain Called 23-1/2 acre tract as described in deed from Charlie L. Hall, Sr. to John T. Lanehart, Sr. of record in Volume 3487, Page 308, De~l/Official Records of Brazes County, Texas (D./O.R.B.C.T.); said 0.27 acre easement being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod set in the southeast line of said Lanehart remainder of the Called 23-1/2 acre tract and the northwest line of the Tex S. Taylor and wife Called 22.239 acre tract as described in Volume 2708, Page 210, for the most southerly comer, said comer being N 43 o 29' 37 "E, a distance of 1:5.98 feet from a 6" Post in Concrete found for the south comer of said Lanehart remainder of the Called 23-1/2 acre tract and the west comer of said Taylor Called 22.239 acre tract; THENCE N 52 ° 23 ' 21 "W, along the south line of the herein described tract across and through said Lanehart reminder of the Called 23-1/2 acre tract, a distance of 38. ! 6 feet to a 1/2" Iron Rod set for angle point; THENCE N :5:5 o 38' 06" W, continuing along the south line of the herein described tract across and through said Lanehart remainder of the Called 23-1/2 acre tract, a distance of 424'.08 feet to a 1/2" Iron Rod set for the most westerly comer in the northwest deed line of said Lanehart remainder of the Called 23-1/2 acre tract, same being a point in the southeast deed line of the Harrison Owens remainder of the Called 102 acre and Called 2-1/2 acre tracts as described in Volume "S", Page 163 and Volume 71 I, Page 67:5 (D/O.R.B.C.T.) and in Book "J", Page 401 of the Civil Minutes of Brazes County, Texas; THENCE N 41 ° 11 ' $0" E, along said northwest deed line of the Lanehart remainder of the Called 23-1/2 acre tract and said southeast deed line of the Owens remainder tract, a distance of 25.18 feet to a 1/2" Iron Rod set for the most northerly comer, THENCE S 55 ° 38' 06 "E, along the north line of the herein described tract across and through said Lanehart remainder of the Called 23-1/2 acre tract, a distance of 421.79 feet to a 1/2" Iron Rod set for angle point; THENCE S 52 o 23 ' 21 "E, continuing along the north line of the herein described tract across and through said Lanehart remainder of the Called 23-1/2 acre tract, a distance of 41.45 feet to a 1/2" Iron Rod set for the most easterly comer, said comer being a point in the aforesaid southeast line of the Lanehart remainder of the Called 23-I/2 acre tract and the northwest line of the Taylor Called 22.239 acre tract, said comer also being S 43 o 29 ' 37" W, a distance of 113:5.38 from a 1/2" Iron Rod found for the east comer of said Lanehart remainder of the Called 23-1/2 acre tract and at the north comer of said Taylor Called 22.239 acre tract; THENCE S 43 © 29 ' 37 "W, along the common line between said remainder of the Called 23= 1/2 acre tract and said 22.239 acre tract a distance of 25.13 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 11,569 SQUARE FEET or 0.27 OF ONE ACRE OF LAND MORE OR LESS, according to a survey performed during the month of September, 2000, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Orientation is based on rotating the northeast line to Grid North by utilizing GPS Methods. For other information see accompanying plat. F I (~-C. IM~O~ ICE~WlNWOR.O~$ WTR~TRCrr~ S FR.DOC EXHIBIT "F" FIELD NOTES CITY OF COLLEGE STATION PROPOSED 30' WIDE UTILITY EASEMENT TRACT NO. 26 0.92 OF ONE ACRE (40,027 S.F.) BEING OUT OF THE TEX S. TAYLOR ET UX CALLED 22.239 ACRE TRACT VOLUME 2708, PAGE 210 JAMES McMZLLAN SURVEY, A - 176 BRAZOS COUNTY, TEXAS OCTOBER 6, 2000 All that certain lot, tract or parcel of land being 0.92 of one acre situated in the JAMES McMILLAN SURVEY, Abstract No. 176, Brazes County, Texas, and being a part of that certain Called 22.239 acre tract as described in deed from Doris N. Ryan to Tax S. Taylor and wife, of record in Volume 2708, Page 210, Deed/Official Records of Brazes County, Texas, said 0.92 acre easement being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod set in the north right-of-way line ofF. M. 1687 as described in Volume 1 $ !, Page 490, for the southeast comer, said comer being the southeast comer of said Called 22.239 acre tract and also being located in the west line of the Lonzell Payton, Jr. Called 5.306 acre tract as described in Volume 2656, Page 251; THENCE N 80 o 28 ' 48 "W, along the south line of said Called 22.239 acre tract and the north right-of-way line of said F. iv[. 1687 a distance of 774.$1 feet to a Concrete Monument found for the point of curvature of said right-of-way line; THENCE continuing along the south line of said Called 22.239 acre tract and said north right-of- way line around a curve in a clockwise direction having a delta angle of 16 o 54 ' 41 ", an arc distance of $49.71 feet, a radius of 1862.40 feet, and a chord of N 72 o 01 ' 27" W, a distance of 547.72 feet to a 6" Post found in concrete for the southwest comer, said comer being the southwest comer of said Called 22.239 acre tract and also being the southeast comer of the remainder of the John Lanehart, Sr. Called 23-1/2 acre tract as described in Volume 3487, Page 308; THENCE N 43 o 29 ' 3'/" E, along the northwest line of said Called 22.239 acre tract a distance of 45.77 feet to a !/2'* Iron Rod set for the northwest comer, said comer being S 43 o 29 ' 37" W a distance of ! 13:5.38 feet from a 1/2" Iron Rod found for the most northerly comer of said Called 22.239 acre tract; TI-IENCE S 51 o :58 ' 06 "E, a distance of 61.12 feet to a 1/2" iron Rod set for a point of curvature of this easement; THENCE around a curve in a counterclockwise direction having a delta angle of 14 o 37 ' 08 an arc distance of 467.:53 feet, a radius of 1832.40 feet, and a chord ors 73 o I0 ' 14 "E, a distance of 466.27 feet to a 1/2" Iron Rod set for the point oftangency of said curve; THENCE S 80 ° 28 ' 48" E, a distance of 782.71 feet to a 1/2" Iron Rod set in the east line of said Called 22.239 acre tract for the northeast comer, said comer being S 24 o 48 ' 40" W a distance of:53:5.19 feet from a 3/4" Iron Pipe found for the east comer of said Called 22.239 acre THENCE S 24 o 48 ' 40" W, along the common line between said Called 22.239 acre tract and said :5.306 acre tract a distance of 31.10 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 40,027 SQUARE FEET or 0.92 OF ONE ACRE OF LAND MORE OR LESS, according to a survey performed during the month of September, 2000, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Orientation is based on rotating the northeast line to Grid North by utilizing GPS Methods. For othor information seo accompanying plat. P 166-C.'~M:SOI;1:1CR~W IN~ORDtCS WTR'~I'RAC'r2~.DOC EXHIBIT "G" FIELD NOTES CITY OF COLLEGE STATION PROPOSED 30' WIDE UTILITY EASEMENT TRACT NO. 27 0.51 OF ONE ACRE (21,216 S.F.) BEING OUT OF THE LONZELL PAYTON, JR. ET UX CALLED 5.306 ACRE TRACT VOLUME 2656, PAGE 251 JAMES McMILLAN SURVEY, A- 176 BRAZOS COUNTY, TEXAS OCTOBER 6, 2000 All that certain lot, tract or pamel of land being 0.51 of one acre situated in the JAMES McMILLAN SURVEY, Abstract No. 176, Brazos County, Texas, and being a part of that certain Called 5.306 acre tract as described in deed from Dods N. Ryan to Lonzell Payton, Jr. and wife, of record in Volume 2656, Page 251, Deed/Official Records of Brazos County, Texas, said 0.51 acre easement being more particularly described by metes and bounds as follows: BEGINNING at a %' Iron Rod set in the north right-of-way line of F. M. 1687 as described in Volume 151, Page 490, for the most easterly corner, said comer being N 48 ° 20' 59" W a distance of 104.71 feet from the Calculated southeast comer of said Called 5.306 acre tract, said comer also being the most southerly comer of the Trudy Masor Celled 10.14 acre tract as described in Volume 1705, Page 174; THENCE along the north right-of-way line of said F. M. 1687 around a curve in a clockwise direction having a delta angle of 29 ° 37' 51 ", an arc distance of 721.16 feet, a radius of 1394.48 feet, and a chord of S 84 ° 42' 17 "W, a distance of 713.15 feet to a ½" Iron Rod set for the point of tangency of said curve; THENCE N 80 ° 28' 48" W, continuing along said north right-of-way line a distance of 39.30 feet to a ~" Iron Rod set for the southwest comer, said comer being N 24 ° 48' 40 ' E a distance of 19.81 feet from the calculated southwest comer of said Called 5.306 acre tract, said corner also being the south comer of the Tex Taylor Called 22.239 Acre Tract as described in Volume 2708, Page 210; THENCE N 24 ° 48' 40 ' E, along the common line between said Called 5.306 acre tract and said Called 22.239 acre tract a distance of 31.10 feet to a ½' Iron Rod set for the northwest corner, said comer being S 24 ° 48' 40 ' W a distance of 535.19 feet from a ~4" Iron Pipe found for the most northerly comer of said Called 5.306 acre tract; THENCE S 80 ° 28' 48 ' E, a distance of 31.10 feet to a ½' Iron Rod set for a point of curvature of this easement; THENCE around a curve in a counterclockwise direction having a delta angle of 28 ° 57' 07 ", an arc distance of 689.48 feet, a radius of 1364.48 feet, and a chord of N 85 ° 02' 39" E, a distance of 682.17 feet to a ½' Iron Rod set for the northeast corner, said corner being S 48 ° 20' 59" E a distance of 650.03 feet from a ~' Iron Pipe found for the most northerly comer of said Called 5.306 acre tract; THENCE S'48 ° 20' 59 ' E, along the common line between said Called 5.306 acre tract and said Called 10.14 acre tract a distance of 34.16 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 22216 SQUARE FEET or 0.51 OF ONE ACRE OF LAND MORE OR LESS, according to a survey performed during the month of September, 2000, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Orientation is based on rotating the northeast line to Grid North by utilizing GPS Methods. For other information see accompanying plat. EXHIBIT "H" FIELD NOTES CITY OF COLLEGE STATION PROPOSED 30' WIDE UTILITY EASEMENT TRACT NO. 28 0.51 OF ONE ACRE (21,998 S.F.) BEING OUT OF THE TRUDY ANN MASOR CALLED 10.14 ACRE TRACT VOLUME 1705, PAGE 174 (REFERENCE VOLUME 482, PAGE 23) HEZEKIAH JONES SURVEY, A - 145 BRAZOS COUNTY, TEXAS OCTOBER 6, 2000 All that certain lot, tract or parcel of land being 0.51 of one acre situated in the HEZEKIAH JONES SURVEY, Abstract No. 145, Brazos County, Texas, and being a part of that certain Called 10.14 acre tract as described in deed from William Thomas Lewis to Trudy Ann Masor of record in Volume 1705, Page 174, and referenced in Volume 482, Page 23, Deed/Official Records of Brazos County, Texas, said 0.51 acre easement being more particularly described by metes and bounds as follows: BEGINNING at a %" Iron Rod set in the northwest right-of-way line of F.M. 1687 as described in Volume 151, Page 490, for the most easterly corner, said corner being the most easterly corner of said Called 10.14 acre tract and also being the most southerly corner of the Nicola Pella Called 9.08 acre tract as described in Volume 482, Page 23; THENCE S 43 ° 33' 06 "W, along the northwest right-of-way line of said F. M. 1687 and the southeast line of said Called 10.14 acre tract a distance of 89.87 feet to a %" Iron Rod set for the point of curvature of said right-of-way; THENCE continuing along said right-of-way line of F. M. 1687 around a curve in a clockwise direction having a delta angle of 26 ° 23' 54 ~, an arc distance of 642.49 feet, a radius of 1394.48 feet, and a chord of S 56 ° 41 ' 24 ' W, a distance of 636.82 feet to a %" Iron Rod set for the most southerly comer, said comer being the most southerly comer of said Called 10.14 acre tract and also being located in the northeast line of the Lonzell Payton, Jr. Called 5.306 Acre tract; THENCE N 48 ° 20' 59 ' W, along the common line between said Called 10.14 acre tract and said Called 5.306 acre tract a distance of 34.16 feet to a ½' Iron Rod set for the most westerly corner; THENCE around a curve in a counterclockwise direction having a delta angle of 27 ° 04' 37 ", an arc distance of 644.83 feet, a radius of 1364.48 feet, and a chord of N 57 ° 01 ' 46 ' E, a distance of 638.85 feet to a ½" Iron Rod set for the point of tangency of said curve; THENCE N 43 ° 33' 08 ' E, a distance of 89.38 feet to a ½" Iron Rod set in the northeast line of said Called 10.14 acre tract for the most northerly comer; THENCE S 47 ° 26' 42 ' E, along the common line between said Called 10.14 acre tract and said Called 9.08 acre tract a distance of 30.00 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 21,998 SQUARE FEET or 0.51 OF ONE ACRE OF LAND MORE OR LESS, according to a survey performed during the month of September, 2000, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Orientation is based on rotating the northeast line to Grid North by utilizing GPS Methods. For other information see accompanying plat. I EXHIBIT "1- CITY OF COLLEGE STATION PROPOSED 30' WIDE UTILITY EASEMENT TRACT NO. 29 0.35 OF ONE ACRE (15,235 S.F.) BEING OUT OF THE NICOLA A. PELLE CALLED 9.08 ACRE TRACT VOLUME 482, PAGE 23 HEZEKIAH JONES SURVEY, A - 145 BRAZOS COUNTY, TEXAS OCTOBER 6, 2000 All that certain lot, tract or parcel of land being 0.35 of one acre situated in the HEZEKIAH JONES SURVEY, Abstract No. 145, Brazos County, Texas, and being a part of that certain Called 9.08 acre tract as awarded to Nicola A. Pelle in Final Judgment of record in Volume 482, Page 23, Deed records of Brazos County, Texas, said 0.35 of one acre tract being more particularly described by metes and bounds as follows: BEGINNING at a Concrete Right-of-Way Monument found for the most southerly east corner of said Called 9.08 acre tract, said corner being located at the intersection of the northwest right-of- way line of F. M. 1687 as described in Volume 151, Page 490, and the west right-of-way line of F. M. 2818; [] THENCE $ 43 ° 29' 27" W, along the northwest right-of-way line of said F. M. 1687 and the southeast line of said Called 9.08 acre tract a distance of 493.08 feet to a %" Iron Rod set for the most southerly comer, said comer being the most easterly corner of the Trudy Ann Masor, et al Called 10.14 acre tract as described in Volume 1705, Page 174; THENCE N 47 ° 26' 42 "W, along the common line between said Called 9.08 acre tract and said Called 10.14 acre tract a distance of 30.00 feet to a ½" Iron Rod set for the most westerly corner, said comer being S 47 ° 26' 42" E a distance of 638.42 feet from the calculated most westerly corner of said Called 9.08 acre tract~ THENCE N 43 ° 29' 27 ' E, 30 feet from and parallel to the southeast line of said Called 9.08 acre tract a distance of 522.57 feet to a %" Iron Rod set in the west right-of-way line of said F. M. 2818, said comer being S 2 ° 28' 53 ' E a distance of 77.67 feet from a Concrete Right-of-Way Monument found for an exterior comer of said Called 9.08 acre tract; THENCE S 2 ° 28' 53 ' E, along said west right-of-way line and the east line of said Called 9.08 acre tract a distance of 41.72 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 15,235 square feet or 0.35 OF ONE ACRE, according to a survey performed during the month of September, 2000, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Orientation is based on rotating the southwest line to Grid North by utilizing GPS Methods. For other information see accompanying plat. EXHIBIT "J" FIELD NOTES CITY OF COLLEGE STATION PROPOSED 30' WIDE UTILITY EASEMENT TRACT NO. 30 4.25 ACRES ('185,314 S. F.) BEING OUT OF THE DON B. GANTER CALLED 177.62 ACRE TRACT VOLUME 1414, PAGE 8 H. JONES SURVEY, A - 145 & S. F. AUSTIN LEAGUE NO. 9, A - 62 BRAZOS COUNTY, TEXAS OCTOBER 6, 2000 All that certain lot, tract or parcel of land being 4.25 acres situated in the HEZEKIAH JONES SURVEY, Abstract No. 145 and the S. F. AUSTIN LEAGUE NO. 9, Abstract No. 62, Brazos County, Texas, and being a part of a Called 177.62 acre tract as described in deed from the Resolution Trust Corporation to Don B. Ganter of record in Volume 1414, Page 8, Deed/Official Records of Brazos County, Texas, said 4.25 acre easement being more particularly described by metes and bounds as follows: BEGINNING at a Concrete Monument found at the intersection of the southwest right-of-way line of F. M. Highway 2818 and the southeast right-of-way line of F. M. 1687 for the most northerly comer, said comer being the most northerly comer of said called 177.62 acre tract; THENCE along the northeast line of said Called 177.62 acre tract and the southwest right-of-way line of said F. M. 2818 the following calls: ' 34 ' E, a distance of 196.09 feet to a S 48 ° 20 S56°34 S52 °42 S48 ' 25 S 26 ° 53 S48 ' 17 S70° 12 S 48 o 24 S40° 19 S 47 ° 36 S42°11 S36' 14 S32 °01 S 19°20 S 13°32 47 ' E, 14'E, 27 ' E, a distance 35 ' E, a distance 27" E, a distance 12 u E, a distance ' 41 ' E, a distance ' 56 u E, a distance ' 10 ' E, a distance ' 34 ~ E, a distance ' 46 ' E, a distance ' 10 ' E, a distance ' 45 ' E, a distance a distance of 353.79 feet to a a distance of 401.12 feet to a of 999.24 feet to a of 107.72 feet to a of 300.55 feet to a of 107.37 feet to a of 898.81 feet to a of 707.06 feet to a of 387.00 feet to a of 372.66 feet to a of 372.60 feet to a of 279.75 feet to a of 280.52 feet to a Concrete Monument found for corner; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; Concrete Monument found for comer; ' 08 ' E, a distance of 392.04 feet to a Concrete Monument found for comer; and, S 29 ° 37 ' 41 "E, a distance of 8.53 feet to a %~ Iron Rod found for the most easterly comer, said comer being the most eastedy corner of said Called 177.62 acre tract and also being the most northerly corner of the Douglas A. McCrary Remainder of Called 8.41 acre tract as described in Volume 1049, Page 52; THENCE S 53 ° 34' 42 * W, along the common line between said Called 177.62 acre tract and said Called 8.41 acre tract a distance of 30.21 feet to a ½' Iron Rod set for the most southerly comer; THENCE along proposed westerly line of this 30' wide easement 30 feet from and parallel to the northeast line of said 177.62 acre tract and the southwest right-of-way line of said F. M. 2818 the following calls: N 29 ° 37 41 "W, a distance of 16.34 feet to a %' Iron Rod set for comer; N 13 ' 32 08" W, a distance of 394.75 feet to a %' Iron Rod set for corner;, N 19 ' 20 45 1 W, a distance of 275.66 feet to a %' Iron Rod set for comer;, N 32 ° 01 10 1W a distance of 275.31 feet to a %' Iron Rod set for comer; N 36 ' 14 46 ~ W a distance of 369.94 feet to a %" Iron Rod set for comer; N 42 ° 11 34 "W a distance of 369.68 feet to a %" Iron Rod set for comer; N 47 ° 36 10" W a distance of 387.49 feet to a %" Iron Rod set for corner; N 40 ° 19 56 "W a distance of 706.84 feet to a %" Iron Rod set for comer; N 48 ° 24 ' 41 ~ W a distance of 890.91 feet to a %" Iron Rod set for corner;, N 70 ° 12' 12 "W a distance of 107.41 feet to a %" Iron Rod set for corner, N 48 ° 17' 27 ' W a distance of 312.03 feet to a %' Iron Rod set for corner; N 26 ° 53' 35 'W a distance of 107.68 feet to a %" Iron Rod set for corner; N 48 ° 25' 27 "W a distance of 992.42 feet to a %" Iron Rod set for corner; N 52 ° 42' 14" W a distance of 398.99 feet to a %" Iron Rod set for comer; N 56 ° 34' 47" W a distance of 354.93 feet to a %' Iron Rod set for comer;, and, N 48 ° 20' 34 "W a distance of 229.03 feet to a %" Iron Rod set in the south right-of-way line of said F. M. 1687 for the most westedy corner, said corner being N 45 ° 09' 33 ' E - 1192.60 feet and N 87 ° 23' 38" E a distance of 78.93 feet from a 3/8" iron rod found for the most westerly corner of said Called 177.62 acre tract; THENCE N 87 ° 23 ' 38 ' E, along the north line of said Called 177.62 acre tract a distance of 42.98 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 185,314 SQUARE FEET or 4.25 ACRES OF LAND MORE OR LESS, according to a survey performed during the month of September, 2000, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. North Orientation is based on rotating the northeast line to Grid North by utilizing GPS Methods. For other information see accompanying plat. ":' '' .-":'" :'""' ' "<'"'/' ':" "'"" .~ .~ I ..... · ...: ,,:... :...... ~ g ~ · ..,~? ?..<. :~ ;..~.:. ',:.., ;. ,,:.. ',= ~-'~ ~ ·~ ~ · '.'" '" ... '" : ,"z.',. ~" ."= .'", =.. '."' ','.,. ~!,.r, - --; "::' ' .... '..~"", . ....;...,,/i . 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