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1969-040AN ORDINANCE ANNEXING CERTAIN TRACTS OF LAND CONTIGUOUS AND ADJACENT TO THE CITY OF DENTON, TEXAS, SITUATED IN DENTON COUNTY, TEXAS, SAID LAND BEING FULLY DESCRIBED A INCORPORATED HEREIN, CLASSIFYING THE SAME AS /~F~, CU/~/ DISTRICT PROPERTY, AND DECLARING AN EFFECTIVE'D~E WHEREAS, this ordinance was initially introduced at a public meeting of the City Council of the City of Denton, Texas, on the ~day of November, A D 1969, upon the Councils own motion, and WHEREAS, this ordinance has been published in full one time in the official newspaper of the City of Denton, Texas, at least 30 days prior to the effective date, and WHEREAS, an opportunity was afforded, at a public hear- ing for that purpose on the 12th day of November, A D 1969, for all interested persons to state their views and present evidence bearing upon the annexation provided by this ordinance, NOW, THEREFORE, THE COUNCIL 0F THE CITY 0F DENTON, TEXAS, HEREBY ORDAINS SECTION I That the property described in Exhibit A, attached hereto and incorporated into this ordinance as though set out in full herein, be made hereby a part of said City and the land and any present and future inhabitants thereof shall be entitled to all the rights and privileges of other citizens of said City and shall be bound by the acts and ordinances of said City now in effect or which may here- after be enacted and the property situated therein shall be subject to and shall bear its pro-rata part of the taxes levied by the City of Denton SECTION II The property described in said Exhibit A is hereby classified as Agricultural District Property SECTION III This ordinance shall be effective on and after the ~'day of December, A D 1969, said date being at least 30 days after its publication PASSED AND APPROVED this 18th day of November, A D 1969, on first reading, FINALLY PASSED this ~ day of December, A D 1969 L A NELSON, CITY OF DENTON, TEXAS ATTEST APPROVED AS TO LEGAL FORM ~i~K Q BARTON, CITY ATTORNEY Y OF DENTON, TEXAS E~HIBIT A ANNEXATION FIELDNOTES TRACT I Beginning at a point ~n the present west city l~m~ts l~ne, sa~d point also b~lng the southeast corner of the J Perry Survey, Abstract 1040, and the northeast corner of the J Daws Survey, Abstract 326, THENCE in a westerly d~rectlon w~th the south l~ne of sa~d J Perry Survey, same being the north l~ne of sa~d J Daws Survey, that same line extended being the south l~ne of the J Bacon Survey, Abstract 1541, and the J Scott Survey, Abstract 1222, and the north l~ne of the T Toby Survey, Abstract 1285, a total distance of 6099 feet, more or less, to a p~rnt ~n the south l~ne of sa~d J Scott Survey, sa~d point bezng approxlmately 1125 feet east of the southwest corner of said J Scott Survey, and also being ~n the southeast corner of a 41 61 acre tract presently owned by J D Davis, and known as county tract # 3 of sa~d J Scott Survey, for a corner, THENCE ~n a northerly d~rect~on parallel to and 1125 feet east of the west l~ne of sa~d J Scott Survey, and following the east property line of aforesaid 41 61 acre tract a distance of 3971 feet, more or less, to a point ~n the north l~ne of sa~d J Scott Survey, Abstract 1222, same being the approximate centerl~ne of a public road (Scripture Street extended Westward), for a corner, THENCE ~n a westerly direction with the centerl~ne of sa~d public road a d~stance of 3870 feet, more or less, to a point for a corner, THENCE ~n a southerly d~rect~on, passing at 1039 feet the northeast corner of the M H Davis Survey, Abstract 377, continuing ~n the same d~rect~on along the east lrne of sa~d M H Davis Survey, smne being the west line of the M E P & P Survey and the Wm W~lburn Survey, Abstract 1419, a total d~stance of 4717 feet, more or less, to a point ~n the most westerly southwest corner of the sa~d Wm W~lburn Survey, same being ~n the north l~ne of the David Dav~s Survey, Abstract 356, for a corner, TRACT I (Continued) THENCE in an easterly direction w~th sa~d north l~ne of the David Davis Survey a distance of 341 feet to a point ~n the northeast corner of said David Davis Survey, same being an inner ell corner of the aforesaid Wm Wllburn Survey, for a corner, THENCE in a southerly d~rectlon w~th the east l~ne of said David Daws Survey, same being the most easterly west line of sa~d Wm W~lburn Survey, and passing at 2642 feet the southeast corner of sa~d David Davis Survey, same being the northeast corner of the A C Madden Survey, Abstract 851, continuing a total d~stance of 4494 8 feet to a point ~n the southeast corner of sa~d A C Madden Survey, same being the southwest corner of the Wm Smith Survey, Abstract 1188, for a corner, THENCE ~n a southeasterly d~rectlon w~th a bearing of approximately south 54° 35' Bast, and cutting across the northeast port,on of the J McDonald Survey, Abstract 873, and the southwest port,on of the W M Ne~ll Survey, Abstract 970, a d~stance of 3282 65 ft , more or less, to a point ~n the northeast corner of the I N Hemoree Survey, Abstract 594, same being an inner ell corner of said W M Nelll Survey, for a corner, THENCE in an easterly direction w~th the north l~ne of sa~d I N Hemoree Survey a d~stance of 1848 feet, more or less, to a point ~n the most northerly southeast corner of the said W M Nelll Survey, same being the southwest corner of the J Bacon Survey, Abstract 1540, for a corner, THI~,NCE in a northerly d~rect~on w~th the east hne of sa~d W M Ne~ll Survey, same being the west l~ne of sa~d J Bacon Survey, Abstract 1540, a d~stance of approxmately 485 $ feet to a point in the northwest corner of said J Bacon Survey, same being the southwest corner of the J Hardin Survey, Abstract 1656, for a corner, THENCE ~n an easterly d~rect~on w~th the north l~ne of sa~d J Bacon Survey, Abstract 1540, same being the south l~ne of said J Hard~n Survey, a d~stance of 2641 feet, more or less, to a point ~n the southeast corner of the sa~d J Hardin Survey, same being the northeast corner of sa~d J Bacon Survey, for a corner, TRACT I (Continued) THENCE in a northerly direction with the east l~ne of said J Hardin Survey, same being the west line of the T W Daugherty Survey, Abstract 357, and the R Chown~ng Survey, Abstract 266, a d~stance of 1917 feet, more or less, to a point ~n the northwest corner of the said T W Daugherty Survey, same being the southwest corner of the sa~d R Chown~ng Survey, for a corner, THENCE ~n an easterly d~rect~on w~th the north l~ne of sa~d T W Daugherty Survey, same being the south line of the sa~d R Chown~ng Survey, a d~stance of 2032feet, more or less, to a point ~n the north- east corner of the sa~d T W Daugherty Survey, same being the south- east corner of the said R Chown~ng Survey, and also being ~n the east l~ne of the 0 S Brewster Survey, Abstract 56, for a corner, THENCE in a northerly direction w~th the east l~ne of sa~d R Chown~ng Survey, same being the west l~ne of the sa~d O S Brewster Survey, a d~stance of 58 2 feet, more or less, to a point ~n the northwest corner of a SS 656 acre tract presently owned by Robert W Jones, and otherwise known as county tract 4 E of sa~d 0 S Brewster Survey, and also being in the southwest corner of a 30 acre tract of land owned by J Newton Rayzor, otherwise known as county tract 2 of the 0 S Brewster Survey, for a corner, THENCE in an easterly direction w~th the property l~ne between the two above described county tracts 4 E and 2, a d~stance of 1794 6 feet to a point 500 feet northwest of the centerllne of Interstate Highway 35 W (as measured perpendicularly to said centerllne) for a corner, THENCE north 20° 50' 12" east, parallel to and 500 feet northwest of the centerl~ne of sa~d Interstate H~ghway 35 W a d~stance of 1876 feet, more or less, to a point in the north line of the sa~d O S Brewster Survey, same being the south line of the E Puchalskl Survey, Abstract 996, and also being the present city limits line, for a corner, TRACT I (Continued) THENCE in a westerly direction with north line of sa~d Brewster Survey, same being the south l~ne of sa~d Puchalsk~ Survey, and also being the present c~ty lmlts l~ne, a d~stance of 2175 feet, more or less, to a poznt zn the southwest corner of sa~d E Puchalsk~ Survey, same being the southeast corner of the aforementioned J Davzs Survey, Abstract 326, and also being a corner ~n the existing c~ty lm~ts, for a corner, THENCE ~n a northerly d~rect~on w~th the west l~ne of said E Puchalskl Survey, same being the east l~ne of the J Davis Survey, Abstract 326, and also being the present c~ty l~m~ts line, a distance of 2640 feet, more or less, to a point in the northeast corner of the sa~d J Davis Survey, same being the place of beginning, and containing 1847 4 acres of land, more or less 4 ANNEXATION FIELD NOTES TRACT II Beginning at a point zn the south line of the E Puchalsk~ Survey, Abstract 996, same bezng ~n the north l~ne of the O S Brewster Survey, Abstract 56, and bezng in the present c~ty lnn~ts line at a d~stance of 2175 feet more or less, from the southwest corner of the sa~d E Puchalskl Survey, and also being 500 feet west of the centerl~ne of Interstate Highway 35 W (as measured perpendicularly from sa~d centerllne), THENCE south 20° 50' 12" west, parallel to and 500 feet west of the centerl~ne of sa~d Interstate Hzghway 38 W , a distance of 4069 7 feet to a point for a corner, THENC~ south 26° 51' 40" west, parallel w~th and 500 feet west of the centerllne of said Interstate 35 W , and passing at approxlmatley 1675 feet the south l~ne of the T W Daugherty Survey, Abstract 357 ( at a point approxzmately 52 feet west of the southeast corner of sa~d Daugherty Survey, same being the most southerly southwest corner of the sazd O S Brewster Survey), same being mn the north line of the %~ Sa3v~s Survey, Abstract 1174, and also being in the centerl~ne of a public road known as Lover's Lane, continuing on the same bearing and passing at 3160 feet, more or less, the south line of sa~d ~n Sa]vzs Survey, same bezng the north lzne of the S Pr~tchett Survey, Abstract 1004, continuing on the same bearzng and passing at 6110 feet, more or less, the south l~ne of sa~d S A Prltchett Survey, Abstract 1004, same being the north l~ne of the S A Pr~tchett Survey, Abstract 1021, continuing on the same bearing (of south 26° 51' 40" west and stzll parallel to and 500 feet west of the centerllne of IH 35 W ) and passing at 8897 feet, more or le~s, the west l~ne of the said S A Prltchett Survey, Abstract 1021, same being the east lzne of the Geo West Survey, Abstract 1393, continuing still on the same bearing and passing at approxzmately 12,003 feet the south l~ne of sazd Geo West Survey, same being the north l~ne of the Geo W Pettmngale Survey, Abstract 1041, continuing and passmng at 15,282 feet, more or less, TRACT II (Continued) an inside survey line of the sa~d Pett~ngale Survey, same being the east l~ne of the J S Taft, Abstract 1269, continuing (still bearing south 26° 51' 40" west) a total d~stance of 17,813 feet, more or less, to a point 500 feet west of the centerl~ne of sa~d Interstate H~ghway 35 W (measured perpendicularly to said centerl~ne) for a corner, THENCE south 29° 55' 51" west, parallel to and S00 feet west of the centeFllne of IH 35 W , passing at approximately 782 feet the south lrne of the sa~d J S Taft, Survey, same being the north l~ne of the B B B & C R R Survey, Abstract 158, contlnuang a total d~stance of 1530 feet, more or less, to a point 500 feet west of the centerl~ne of Interstate H~ghway 35 W for a corner, THENCE south 0° 00' east, diagonally across IH 35 W , a d~stance of 2004 feet, more or less, to a point 500 feet east of the centerl~ne of IH 55 W for a corner, THENCE north 29° 55' 51" east, parallel with and 500 feet east of the centerl~ne of IH 35 W , and passing at approximately 3030 feet the north l~ne of the sa~d B B B & C R R Survey, Abstract 158, same being the south l~ne of the sa~d J S Taft Survey, continuing a total distance of approximately 3305 feet to a point 500 feet east of the centerl~ne of IH 35 W for a corner, THENCE north 26° 51' 40" east, parallel w~th and 500 feet east of the centerl~ne of IH 35 W , passing at 540 feet, more or less, the east line of the sa~d J S Taft Survey, same being the west l~ne of the B B B & C R R, Survey, Abstract 159, and being ~n the centerl~ne of a north-south public raod, continuing and passing at approximately 2668 feet the north l~ne of sa~d B B B & C R R Survey, Abstract 159, same being the south l~ne of the aforesaid Geo W Pett~ngale Survey, and also being ~n the centerl~ne of an east-west public road known as Carruth Road, continuing on the same bearing and passing at 6333 feet, more or less, the north line of the sa~d Pett~ngale Survey, same being the south l~ne of the aforesaid Geo West Survey, continuing and passing at approximately 6970 feet the east l~ne of sa~d Geo West Survey, same being the west l~ne of the aforesaid TRACr II (Contznued) S A Prztchett Survey, Abstract 1021, contznu~ng and passzng at 12,212 feet, more or less, the north lzne of sazd Pr~tchztt Survey, Abstract 1021, same bezng the south lzne of the aforesazd S A Prztch~tt Survey, Abstract 1004,[ contznmng and passing at 15,182 feet the north l~ne of sazd Pr~tchztt Survey, Abstract 1004, same being the south l~ne of the aforesaid Wm Sajws Survey, contznmng and passing at 16,645 feet the north l~ne of sazd Sa]ws Survey, same bezng the south l~ne of the aforesaid O S Brewster Survay, contzntang a total dzstance of 17,883 feet to a poznt 500 feet east of the centerlzne of IH 35 W for a corner, THI~NCE north 20© $0' 12" east, st~ll parallel w~th and 500 feet east of the centerlzne of IH 35 W a distance of 4271 feet, more or less, to a po%nt zn the north lzne of sazd Brewster Survey, same being zn the south lzne of the aforesazd E Puchalsk~ Survey, and also bezng in the ex~stzng c~ty l~mlts line, for a corotar, THENCE ~rth 88° 34' 54" west w~th sa~d survey l~ne and ex~st~ng c~ty lzmts l~ne a distance of 1060 3 feet to place of beginning and containing S60 97 acres of land more or less 7 ANNEXATION FIELENOTES TRACT III Beginning at a point in the ex~stlng city l~m~ts l~ne, sa~d point also being ~n the west r~ght-of~way l~ne of the G C and S F Railroad at a point 515 feet northwest (as measured along sa~d railroad R O W l~ne) of the centerl~ne of U S H~ghway 377, sa~d point being ~n the · ntersect~on of the west r~ght-of-way l~ne of sa~d G C & S F Railroad and the southwest r~ght-of-way l~ne of the Texas-Pacific Railroad, THENCE south 43° Sl' west, parallel to and 500 feet northwest of the centerl~ne of sa~d U S H~ghway 377, a d~stance of 4294 feet, more or less, to a point, S00 feet northwest of the centerl~ne of U S Hwy 377, for a corner, TH~NCh south 27° 28' west, parallel w~th and 500 feet west of the centerllne of sa~d U S Highway 377, passing at approximately 175 feet the south l~ne of the Wm Roark Survey, Abstract 1087, same being the north l~ne of the J Severe Survey, Abstract 1164, continuing and passing at 3715 feet the west l~ne of the sa~d J Severe Survey, same being the east l~ne of the B B B & C R R Survey, Abstract 160, continuing and passing at 6065 feet the south l~ne of sa~d B B B & C R R Survey, Abstract 160, same being the north lzne of the H H Haygood Survey, Abstract 517, continuing and passing at 8750 feet the south l~ne of sa~d Haygood Survey, same being the north l~ne of the Wm Hudson Survey, Abstract 586, continuing and passing at 9410 feet the west l~ne of sa~d Wm Hudson Survey, same being the east l~ne of the Wm Smth Survey, Abstract 1187, continuing and passing at 10,110 feet the south line of sa~d Wm Smith Survey, same being the north l~ne of the S Graham Survey, Abstract 468, continuing st~ll on the same bearing of south 27o 28' west a total d~stance of 11,790 feet to a point for a corner, THENCE in an easterly d~rect~on across sa~d U S H~ghway 377 a chstance of 1135 feet, more or less, to a point ~n the south line of aforementioned Wm Hudson Survey, sa~d point also being approximately 8 TRACT III (Continued) 40 feet east of the southwest comer of sa~d ~m Hudson Survey, and also being 500 feet east of the centerl~ne o6 sa~d U S H~ghway 577, TH~NC~ north 27° 28' east, parallel to and S00 feet east of the cente%l~ne of U S H~ghway 577, and passing at 5050 feet the north lzne of sa~d ~m Hudson Survey, same being the south l~ne of the H H Haygood Survey, Abstract 517, cont~nmng and passing at 5600 feet the east l~ne of sa~d Haygood Survey, same being the west l~ne of the Geo Daugherty SurveM, Abstract 551, contznmng and passing at 5740 feet the north l~ne of sa~d Daugherty Survey, same being the south l~ne of the aforesaid James Severe Survey, Abstract 1164, contznmng a total d~stance of 11,595 feet, more or less, to a point ~n the north l~ne of the sa~d James Severe Survey, same being zn the ex~st~ng c~ty im~ts l~ne at a point approximately 470 feet east of the centerl~ne of U S Hmghway 577 (as measured along north l~ne of James Severe Survey), TH~C~ west w~th the north l~ne of sa~d Severe Survey, same being the ex~st~ng c~ty lm~ts l~ne, a ckstance of 260 feet, more or less, to a point ~n an ex~st~ng corner of the c~ty lm~ts for a comer, TH~NC~ south 28° 27' west, parallel w~th and 160 feet east of the qenterl~ne of sa~d U S H~ghway 577, and following the ex~st~ng c~ty lmts l~ne a ckstance of 5255 feet to a point ~n the west l~ne of the James Severe Survey, same being another ex~st~ng comer ~n the present c~ty lm~ts for a comer, TH~NC~ north w~th sa~d west lzne of the Severe Survey, same being the ~x~st~ng c~ty l~mts lzne, a d~stance of 250 feet, more or less, to a polnt ~n the east r~ght-of-way l~ne of U S Hmghway 577, same being another comer ~n the ex~st~ng c~ty l~m~ts, for a comer, TH~N(M north 27° 28' east w~th the east r~ght-of-way l~ne of U S H~gh~ay 577, same being the ex~st~ng c~ty l~m~ts l~ne, passing at apprax~mately $000 feet the north l~ne of sa~d James Severe Survey, same 9 TRACT III (Continued) being the south l~ne of the Wm Roark Survey, Abstract 1087, continuing after passing a curve ~n said U S H~ghway 377 east R 0 W hne, now on a bearing of north 43° 16' east, and passing at 8527 feet, more or less, the east l~ne of sa~d Wm Roark Survey, continuing along sa~d h~ghway R 0 W line a total distance of 8797 feet, more or less, to a point ~n the south- west r~ght-of-way line of the G C & S F Railroad, same being another corner ~n the ex~st~ng c~ty l~m~ts of Denton, for a corner, THENC~ ~n a northwesterly direction w~th the sa~d southwest r~ght-of-way l~ne of the G C & S F Railroad a d~stance of 600 feet, more or less, to the place of beginning, and containing 291 88 acres of land, more or less 10 ANNEXATION FIELDNOTES TRACT IV Beginning at a point in an existing city lmlts corner, said point also being ~n the west l~ne of the Gsdeon Walker Survey, Abstract 1330, and the east l~ne of the M E P & P R R Survey, Abstract 950, and being 250 feet northeast of the centerllne of Interstate H~ghway 35 E , THENCE south 49° 58' east, 250 feet northeast of and parallel ruth the centerlsne of Interstate H~ghway 55 E a dsstance of 5550 feet, more or less, to a point ~n the east property l~ne of county tract No 35 of the 81deon Walker Survey, Abstract 1550, sa~d tract presently owned by Glen Woodford, for a corner, THENCE ~n a southerly d~rect~on w~th sasd east property line of Glen Woodford Tract No 55 a dastance of 657 5 feet to a point in the east property l~ne of county tract No 55-A of the sa~d Gsdeon Walker Survey, sa~d l~ne being d~rectly sn lzne ruth the aforementioned east property lsne of the Woodford Tract No 33, and sa~d pmnt besng 250 feet southwest of the centerl~ne of Interstate H~ghway 55 E , for a corner, THENCE north 49° 57' west, 250 feet southwest of and parallel wsth the centerl~ne of Interstate Highway 55 E a d~stance of 5550 feet, more or less, to a point ~n another corner of the ex~st~ng c~ty lsmts, said point also being ~n the east l~ne of the aforementsoned M E P & P R R Survey, Abstract 950, and ~n the west lsne of the said G~deon Walker Survey, Abstract 1330, and still being 250 feet southwest of the centerlsne of Interstate 55 n , for a corner, THENCE sn a northerly d~rect~on wsth existing csty lzm~ts l~ne andw~th the east survey l~ne of the said M E P & P R R Survey, same being the west l~ne of the sa~d G~deon Walker Survey, a d~stance of 657 5 feet to the place of beginning, and contasnlng 49 05 acres of land, more or less 11 ANNEXATION FIELI~OTHS TRACT V Beglrmmng at a point zn the present easternmost city l~m~ts l~ne, same being ~n the centerl~ne of a public road at a poznt 5S5 95 feet north (measured along said public road) of the centerl~ne of State H~ghway 24, THENCE in a northeasterly d~rect~on, 550 feet north of and parallel with the centerl~ne of State H~ghway 24 a d~stance of 5829 feet to a point ~n the centerllne of another public road for a corner, THENCE south w~th the centerl~ne of sa~d public road, crossing State H~ghway 24, a chstance of 707 9 feet to a point for a comer, THENCE ~n a southwesterly d~rect~on, 350 feet south of and parallel with the centerl~ne of State H~ghway 24, a d~stance of 5829 feet, more or less, to a point ~n the centerl~ne of the f~rst mentioned public road for a comer, THENCE north w~th the centerl~ne of the f~rst mentioned public road, same being the ex~st~ng easternmost c~ty lm~ts l~ne, a d~stance of 707 9 feet to the place of beg~nnzng, and containing 94 75 acres of land, more or less, all situated w~th~n the Morreau Forrest Survey, Abstract No 417 12 ANNEXATI ON FIBLDNOTES TRACT VI Beginning at a point in the existing north city limits line, same being in the approximate centerllne of a county road at a point approximately 500 feet east of the centerllne of Interstate Highway 35, and also lying within the Nathan Wade Survey, Abstract 1407, THENCE north 2° 57' west, parallel with and S00 feet east of the centerllne of said Interstate Highway 35, and passing at 2650 feet, more or less, the north line of said Nathan Wade Survey, same being the south line of the A White Survey, Abstract 1406, and continuing a total d~stance of 3441 5 feet, more or less, to a point for a corner, THENCE north 0° 44' west, still parallel with and 500 feet east of the centerllne of Interstate Highway 35, passing at approximately 1834 6 feet the north l~ne of said A White Survey, same being the south line of the S L Johnson Survey, Abstract 683, contlnulng and passing at approxzmately 4844 6 feet the north line of the sa~d S L Johnson Survey, same being the south l~ne of the I De Los Santos Coy Survey, Abstract 212, continuing a total chstance of 7118 S feet to a point 500 feet east of the centerllne of Interstate Highway 35 for a corner, THENCE north 88° 53' west a distance of approximately 1000 feet to a point S00 feet west of the centerline of sa~d Interstate H~ghway 35 for a corner, THENCE south 0° 44' east, parallel to and 500 feet west of said centerllne of IH 35, and passing at 2274 feet, more or less, the south line of aforesaid I De Los Santos Coy Survey, Abstract 212, same being the north line of aforesaid S L Johnson Survey, Abstract 683, continuing and passing at approximately 6087 feet the most southerly south l~ne of said S L Johnson Survey, same being the north line of the aforesaid B B B & C R R Survey, continuing a total distance of 7208 feet, more or less, to a point 500 feet west of the centerllne of Interstate Highway 35, for a corner, 13 TRACT VI (Continued) THENCE south 2° 57' east, parallel to and 500 feet west of the centerlzne of IH 55 a d~stance of approximately 5589 feet to a point 500 feet west of sa~d centerl~ne being ~n the ex~st~ng cxty lm~ts l~ne, THENCE south 88° 55' east w~th the centerl~ne of a coumty road, same being the ex~st~ng city l~mts l~ne, a d~stance of approximately 1000 feet to the place of begriming, and contaxn~ng 242 85 acres of land, more or less 14 ANNEXATION FIELDNOTES TRACT VII Beginning at a point in the existing west czty llmzts line, same bezng zn the west r~ght-of-way line of the Gulf Colorado and Santa Fe Railroad, and also being in the east line of the B B B & C R R Survey, Abstract 141, said point is approxzmately 626 4 feet northwest (measured along said railroad rzght~of-way line) of the centerline of State Highway 24, THENCE in a southerly direction w~th said east line of the B B B & C R R Survey a d~stance of 330 8 feet to a point 300 feet perpendicularly north of the centerllne of State H~ghway 24 for a corner, THENCE north 89° 49' 30" west, parallel to and 300 feet north of the centerllne of State Highway 24, a distance of 1765 feet, more or less, to a point in the east right-or-way line of a public road known as Marshall Road, same bezng the west line of said B B B & C R R Survey, Abstract 141, and in the east line of the Wm Bryan Survey, Abstract 148, for a Corner ~ THENCE zn a southerly direction wzth said west line of the B B B & C R R Survey and east line of the Wm Bryan Survey a distance of 250 feet to a point in the north right-of-way line of State Highway 24 for a corner, THENCE north 88° 50' west with sa~d north right-of-way line of State Highway 24 a distance of 2377 30 feet, more or less, to a point of offset in said Highway 24 right-of-way line, IHENCE north with sa~d offset a d~stance of 10 feet to a point for a CorneT, THI~NCE north 88° 50' west still with said north right-of-way line of State H~ghway 24 a distance of 78 feet, mere or less, to a point in the southeast corner of a tract of land owned by M T Cole, and designated as county tract 1-A of the Wm Bryan Survey, Abstract 148, for a corner, 15 TRACt VII (Continued) THBNCE in a northerly d~rectlon w~th the east property l~ne of sa~d co~mty tract 1-A a d~stance of 240 feet to a point for a corner, TH~NC~ north 88° 50' west, parallel w~th and 500 feet north of the cente~l~ne of State H~ghway 24, a d~stance of 1519 1 feet to a point ~n the west l~ne of the aforesaid Wm Bryan Survey, Abstract 148, same bezng ~n the approxmate centerl~ne of a north-south public road, for a COISqer ~ ,THENCE ~n a southerly d~rect~on with sa~d survey lxne, crossing State H~ghway 24, a d~stance of 600 feet to a point st~ll ~n sa~d west l~ne 'of the Wh Bryan Survey, Abstract 148, and also st~ll ~n the approxmte centerl~ne of sa~d north-south public road, for a corner, THHNCH south 88° 50' east, parallel w~th and 500 feet south of the centerllne of State H~ghway 24, and passing at approxmately 4111 7 feet the east l~ne of sa~d Wm Bryan Survey, same being the west l~ne of the B B B ~ C R R Survey, Abstract 192, cont~nmng a total d~stance of 6202 feet, more or less, to a point zn the west r~ght-of-way l~ne of the Gulf Colorado and Santa Fe Railroad for a corner, ITHF. NCE zn a northwesterly direction w~th sa~d west r~ght-of-way l~nelof the G C ~ S F Railroad, a d~stance of 1021 feet to place of bggzuu~ng and contaln~ng 76 47 acres of land, more or less 16