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<br /> <br />LINE TABLE <br />LINE BEARING LENGTH <br />L1 S54'O6'01 "W 361.13' <br />1-1 S51'23'46"W 361.18' <br />L1 S54'08'00"W <br />L2 S27'39'42"W 111.50' <br />L2 S24!57' WW 111.43' <br />L2 S2734'06"W 111.80' <br />L3 N15'39'53"W 58.15' <br />TRACT 3 <br />Page 10 of 10 <br />of EXHIBIT C <br />CURVE TABLE <br />CURVE RADIUS LENGTH DELTA BEARING CHORD <br />C1 2815.00 1032.53 21'00'57" S64'38'29"W 1026.76 <br />C1 2815.00 2710.83 S81'43'1 6"W 2607.29 <br />C2 2815.00 874.06 17'47'26" S63'01'43"W 870.56 <br />C2 2815.00 873.51 17'46'48" S60'19'43"W 870.02 <br />C2 2815.00 <br />C3 2815.00 79.06 1'36'33" S72'43'42"W 79.05 <br />C3 2815.00 <br />C4 2815.00 467.81 9'31'18" S78'17'38"W 467.28 <br />C4 2815.00 467.20- 9'31.'14" S75'35'41 "W 467.20 <br />C4 2815.00 <br />C5 260.00 259.65. 57-13'07" N44' 16'27"W 248.99 <br />C6 430.00 98.10 13'04'19" N79'25-10"W 97.89 <br />C7 61.22 50.82 47'33'32" N07'00'29"W 49.37 <br /> LEGEND <br />• 1/2- IRON REBAR FOUND WITH PLASTIC CAP <br /> WHICH READS "CDS MAUERY S.A. TX" <br />® 1/2" IRON REBAR FOUND <br />0 CONCRETE MONUMENT FOUND (TYPE 1) <br />p CONCRETE MONUMENT FOUND (TYPE 11) <br />0 1/2- IRON REBAR SET WITH PLASTIC CAP <br /> WHICH READS "BASELINE INC." <br />A CALCULATED POINT <br />( ) PER VOL 1505, PG. 38 <br />{ ] PER VOL 306, PG. 284 <br />(( )) PER TxDOT R.O.W MAP DATED MARCH 1937 <br />} PER DOC. NO. 9908628 <br /> PER DOC. NO. 9904054 <br /> RAILROAD TRACKS. <br />Bearing Basis: Chord bearing of the north right-of-way line of State Highway 21, between <br />Engineer's Centerline P.C. Station: 5+49.00 offset 49.91 feet left and Engineer's Centerline <br />P.T. ation: 33+00.00 offset 50.00 feet left, being North 81'43'16" East. <br />I EOH7BY N0: z. eHaiRicl A0. 17 eIG) ?E`O syc OYc sos?YSr?eHerES?L7 <br />10. IN 8AY8 COIIN77, TEXAS. AND HEDiG COID'HDDZp OF T8E POLLOlOa1G Fm TRWM <br />sALT ONE HMG S d86 ec?B ooT OF A 7.090 ACRE TBACt aF LAND CON9EYED AS 7.OZ0 eCBEe <br />TO HAP7]BT FovrwsTloN of TBXAB 'HY IIiaPSQlteiT OF RBCpBp ni DDCD10*tTp NO. 99040" OF <br />I?AI. FEOFEETY EEIbBDB OF HAYS CODN7Y. TELB;.TEAC! T70 HE9!IG 1.160 Acloss OUT OF <br />9.09 AcEa THACI OF LAND coNVSrl? TO BAN ]IABCOS HAPTISi ACADEMY HY na"Rujum OF <br />BCOHO IN DocDloaTf NQ 9906626 OF TSB oFnctAL PQBIiC HBCOBpB of HsYH couirrr. TEXAS; <br />TRACT TIDtE6 BBIIQG 1 X86 AC2E9 OUT OF A 1.724 ACBE PORTION OF A EB1fAIIIDEB OF 126.67 <br />I'BB TEACT OF LAND CONiEYEO TO BBI?IEBT E COIOQ1iGB HY DE® OF EEL'OBD IN YOLIIM 226, <br />GE 627 OF TSB DEED H=ms OF HAYS COUNTY, TEXAS TRACT FOUR EMMMO 49.107 ACHSB <br />A 82.179 ACES THALT OF LAND COMM TO ETMOMM DEMBPAMNT - BAN YAHCOS. Lp. File Ba <br />DEED OF UMED IN 90IAHE 2415. FAGS 861 OF THE OFFICIAL PUBLIC RECORDS OF HAYS <br />)UNI'Y. TEXA& AM TRAM TM AWIPM ATI. (W TRAM 9% am erns ....... Job No. <br />BASELINE LAND SURVEYORS, INC. <br />PROFESSIONAL LAND SURVEYING SERVICES <br />8000 ANDERSON SQUARE ROAD, SUITE 110 <br />AUSTIN, TEXAS 78757 <br />OFFICE: 512374.9722 FAX: 512.459.4752 <br />Scott-baseline@aLsdn.rr.com <br />SHEET