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<br />DELTA <br />4-33' 49" <br />1.33'38" <br />8.34'21 " <br />6.16'29" <br />1-41 '26" <br />3.58' 27" <br />q~ <br />SCALE: 1. = 200' rxr>t".... <br /> <br />MIL TON DANIEL BUIE 0 200 400 '\ ~) ~~:1~\ <br />PROPERTIES PARTNERSHIP I I I.~ '\~\IO~ ~ <br />VOL. 399, PG. 326 APPROX. .'),.10 ~~1 0 <br />P.O.R (S SURVEY \/ v<:"SS ~~~ ~fj <br />FENCE CORNER f"-~ LINE / Q~':"\. ~G \~~." -;1 0 <br />t"~ VCT" /<(. ~\~ \)~,. It <br />(N88-04'E 159.0 V)=4491,.166' ,('-~ SJ"d-fJ""S( /' <3~~~~~'\'O)(, ~ P.O.R P .O.R <br />{N8819'42"E 469.5 s S;.~a d'S;,.d' J; ~~"'\~ ad v FENCE CORNER P.O.B <br />END ACCESS d's "1 ,:it c ~ ~ ~ ~aa. P.C. <br />DENIAL LINE .<..?~ ::xg~~~ / .OB7"S~-2 <br />STA 113+59.83 'r')' t?a ~, C9~ <br />293.66' RT L 11 <br /> <br /> <br /> <br />CURVE TABLE <br /> <br />~~~Sbr1' <br />L1,~ ~ ~s'. <br />~O~i ~ <br />s\j~ <br /> <br />CURVE LENGTH RADIUS <br />C1 236.14 2964.79 <br />C2 81.84 3004.79 <br />C3 443.59 2964.79 <br />C4 302.78 2764.79 <br />C5 80.39 2724.79 <br />C6 191.77 2764.79 <br /> <br />TANGENT BEARING CHORD <br />118.13 S53.23'19"E 236.08 <br />40.92 S49-23'12"E 81.84 <br />222.21 543.39'58"E 443.18 <br />151.54 N4S-11' 46nW 302.63 <br />40.20 NSO.03'28"W 80.39 <br />95.92 N53-41 'OO"W 191.73 <br /> LEGEND <br /> <br />o <br /> <br />1/2n IRON ROD WITH <br />TXDOT ALUM. CAP SET <br />TREE SIZE & TYPE NOTED <br />FENCE POST <br />PROPERTY LINE <br />POINT OF REFERENCE <br />POINT OF BEGINNING <br />POINT OF CURVATURE <br />RECORD INFORMATION <br />VOL. 110, PG. 639 <br />VOL. 399, PG. 326 <br />VOL. 1360, PG. 92 <br />ACCESS DENIAL LINE <br />~ <br />00 """ <br />xx<v~<<--~ <br />~ 0'5 <br />~ c" fl, <br />~~ gJv<f. s"\. <br />"t~~ ~ <br /> <br />STA 119+71.07 <br /> <br />(,. <br />~ \ <br />'V I (9 <br />STA 113+59.84 <br />305.00' RT <br />STA 116+33.84;/ <br />305.00' R~ <br /> <br />LINE TABLE <br /> <br />LINE <br />L1 <br />L2 <br />L3 <br />L4 <br />L5 <br />L6 <br />L7 <br />L8 <br />L9 <br />LlO <br />L11 <br />L12 <br />L13 <br />L14 <br />L15 <br />L16 <br /> <br />LENGTH <br />113.70 <br />63.23 <br />52.54 <br />240.66 <br />S8.08 <br />55.17 <br />337.43 <br />205.00 <br />274.00 <br />11.34 <br />424.87 <br />154.49 <br />316.34 <br />214.37 <br />101.12 <br />44.90 <br /> <br />BEARING <br />S55.40'13'E <br />S89.S2'S3'E <br />S01.18'16'\v' <br />S83.0S'50'\v' <br />S87.42'18'\,/ <br />N04. 49' 47'\,/ <br />N5S.40'13'\V P .O.B <br />S34 .16'30'\'/ SURFACE COORDINATE <br />N= 13.871.337.82 <br />N5S.40'13'W' E= 2,294,316.26 <br />N34.16'30'E <br />N87.32'28'E <br />N57.49'15'E <br />N57049'1S'E ,,<0' <br />N8300S'50'E PARCEL 7 PART 2 ""tx.4.."-> <br />C & G DEVELOPMENT. INC. f),'"' \X.J <br />N8300S'50'E ST A. 113+59.83 TO 127+85.59 .,<<., ~~ <br />N87032'28'E ACQUISITION DEED= 5.2741 AC. :\,:>".<v <br />ORIGINAL DEED= 501.30 AC. ~J), :\oJ) <br />{SAVE & EXCEPT= 57.14 Ac.l ~ <..~~ <br />REMAINDER= 438.5409 AC. "" <br />VOL. 1360, PG. 92 <br /> <br />CHAS. LAIDLEY <br />VOL. 110, PG. 639 <br /> <br /> <br /> <br />SURVEYED BY: McGRAY & McGRAY LAND SURVEYORS, INC. <br />3301 HANCOCK DR., STE 6, AUSTIN, TX 78731 512/451-8591 <br /> <br /> <br />PROF. LAND SURVEYOR NO. 2093 <br />NDER MY DIRECT SUPERVISION <br /> <br />f' McGRAY Be McGRAY PLAT OF 5.2741 AC. OUT OF THE THOMAS JEFFERSON CHAMBERS <br />r~"-I SURVEY ABST. 2 AND THE JOHN WILLIAMS SURVEY ASST. 471, <br />\ lLANO SURVEYORS. INC. BEING A PORTION OF A 501.30 AC. TRACT DESCRIBED IN A DEED <br />\ I 3301 HANCOCK DRIVE #6 TO C & G DEVELOPMENT, INC., VOL. 1360, PG. 92, OFFICIAL <br />\f AUSTIN, TEXAS 78731 PUBLIC RECORDS HAYS COUNTY TEXAS <br />v (512) 451-8591 " <br /> <br />HA YS COUNTY <br />F.M. HWY 3407 <br />WONDER WORLD DR. <br />PARCEL 7 PART 2 <br />PAGE 7 OF 7 <br />SEPT. 6, 2002 <br />CSJ 3379-01-010 <br /> <br />REVISED 8/22/06 <br /> <br />M:\SDSKPROJ\WONDERWORLD2005\DWG\RE.VISED\PARCEL-7 PART 2 REV.DWG <br />