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y% CALCULATED L L V L I V U <br />POIN per\ MILTON DANIEL BUIE <br />S PROPERTIES PARTNERSHIP O 112" IRON ROD SET W /CAP <br />F\ VOL. 399, PG. 326, H.C.D.R (SAVORY - 4598) <br />A9R \ 5 5 bt Q ��� P �� ti`s �� �\ \ 232.1 ACRES 5/8" IRON ROD SET W /CAP <br />(TxDOT ALUM. CAP) <br />FENCE CORNER POST <br />\ Q pSj �g� \ P.O B. POINT OF BEGINNING <br />_\ G'` H.C.O.P.R. HAYS COUNTY <br />�,G0, -- �Q � A\ OFFICIAL PUBLIC R � RDS� <br />G J / / FR \ H.C.D.R. HAYS COUNTY / <br />DS <br />p P�r ;0000L 0 C & G DEVELOPMENT, INC. �\ 0� <br />DEED RECORD <br />' g� �' VOL. 1360, PG. 092, H.C.O.P.R. j tiF \ �\ STA. 19-62.17 <br />A 501.30 ACRES , 41 .00R T <br />k '.J` 118. �O •o O <br />�1 tee.eeLr .0 / SET 1 .�" I R <br />Y P. C � N- 13871223. 159, <br />6 �E' ,p O� � G� cj0 O� E-2295009-005 <br />POST FOUND <br />cc � Q <br />\ \ CRADDOCK 6p1l2065 p L3 <br />62.63LT2 39.0OLT / O <br />\ / PO C 1 4 L 2 <br />1 / p F <br />O'\ < <br />caa000cK C & G DEVELOPMENT, INC. I,y <br />O O_Op —O 16 +29.94 F <br />'S'O 0 50 100 150 200 _/' +.sear L�j VOL. 1360, PG. 092, H.C.O.P.R. <br />ww p <br />0 SCALE: J " =100 its 9eLT i4e:ee T+ 140.00LT 501.30 ACRES <br />FO DRAINAGE EASEMENT O <br />PARCEL 5 L L 6 <br />0. 191 AC. ° 1 6 04. e <br />Q^ , 70.62RT <br />' vO M� 47.81 <br />< TTOINEZG EOSPA TIAL I11.05LT <br />( � RATION <br />Geospatlal Service ProNders - 1 Q , <br />8868 Research Blvd Tel: 512.323.0338 �Q� IS" <br />Suite 305 Fax: 512.323.0340 C <br />Austin, TX 78758 -6401 www.mtzoorp.com <br />NUM <br />BEARING <br />DISTANCE <br />DEPARTMENT OF TRANSPORTATION <br />S56'23'25 "E <br />Af TEXAS <br />THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS <br />S77'09'23 "W <br />DISTRICT <br />PARCEL <br />COUNTY <br />SURVEY WAS MADE ON THE GROUND OF THE <br />L4 <br />S63'45'03 "W <br />113.00' <br />L5 <br />PROPERTY SHOWN HEREON AND IS TRUE AND <br />47.65' <br />AUST /N <br />PARCEL 5 <br />HA YS <br />CORRECT TO THE BEST OF MY KNOWLEDGE AND <br />I N01'18'19 "E <br />37.97' <br />L8 <br />I N70 44'22 "E <br />BELIEF. 7 <br />ROW CSJ <br />PROJECT NAME <br />DATE OP SURVEY <br />, <br />WONDER WORLD <br />DRIVE <br />06 -11 -2007 <br />LYNN AVORY <br />REGISTERED PROFESSIONAL LAND SURVEYO <br />J379 -01 -010 <br />REV/SIONDATE <br />T <br />STATE OF XAS - 0. 4598 <br />AOB NO. 090603S <br />06 -12 -2009 <br />0 � 2 7 oa <br />DRAINAGE EASEMENT <br />SHEET NO. <br />N NO.: K PARCEL S.00N <br />Poge J o/ J <br />DATE 0 SURVEY <br />... \D RADDOCK PARCEL 5.dgn 7/27/2009 7:57:01 AM <br />NUM <br />BEARING <br />DISTANCE <br />L1 <br />S56'23'25 "E <br />19.78' <br />L2 <br />S77'09'23 "W <br />6.87' <br />L3 <br />S7 '44'22 "W <br />46.92' <br />L4 <br />S63'45'03 "W <br />113.00' <br />L5 <br />S48'59'41 "W <br />47.65' <br />L6 <br />S57'21'09 "W <br />134.24' <br />L7 <br />I N01'18'19 "E <br />37.97' <br />L8 <br />I N70 44'22 "E <br />41.82' <br />NUM I DELTA I ARC I RADIUSI BEARING DISTANCE <br />C1 17 277.95' 914.00' 62'01'40'E 276.88' <br />NOTES: <br />1. ALL BEARINGS. DISTANCES AND <br />COORDINATES ARE BASED ON THE TEXAS <br />COORDINATE SYSTEM. NAD 83 (1993 <br />odjustmenl). TEXAS SOUTH CENTRAL ZONE <br />4204. COORDINATES AND DISTANCES ARE <br />U.S. SURVEY FEET. <br />2. ALL DISTANCES AND COORDINATES SHOWN <br />ARE SURFACE AND MAY BE CONVERTED <br />TO GRID BY MULTIPLYING BY A COMBINED <br />SCALE FACTOR OF 0.999872 <br />V �. S rFR <br />O� <br />LYNN • R. •• SAVORY <br />S9 <br />1 `ASS510�$ <br />