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rc J w STA 39 +00.00 �so9 �S., 0 S 99.46 L <br />2 16 O Q� ,L ,I 8 J. <br />13 '¢ '1 GROVNDKLLN 6 /�JF <br />BLOCK D <br />1 � <br />14 ' �, .IIW' / STA: 39+00.00 <br />49.67 <br />O 5 49.67 L <br />BROKEN <br />GROUND LEVEL <br />15 LOT 13 <br />BLOCK D E E <br />OPEN SPACE (DETENTION 6 AC. POND) <br />4.66 AC. <br />BLANCO RIVER VILLAGEQ.' 1 �° <br />SECTION ONE <br />B i BOOK 12, PG 1 -275 r;5�p ap <br />P.R.H C. 27T. : t„ <br />PT STA: 33 +00.00 <br />.tn I CO 0" � BROKEN • <br />GROUND LEVEL <br />F I / <br />Qi 1 <br />LINE TABLE <br />LINE <br />BEARING <br />LENGTH <br />Ll <br />N 62'48'05" W <br />23.36' <br />cIn of s4N MARCOs <br />S 6748'05" E <br />13.03' <br />L3 <br />VOL. 1484. PG. 801 <br />M <br />L4 <br />S 7253'01" E <br />O.P.R.H.C.T. <br />IN <br />100' ROW. MISSOURI PACIFIC RAILROAD <br />50.00' <br />VACATE SOUTH 2.5' <br />W 1W <br />W 1W <br />/ DESCRIBED IN (02 -21 -1887) <br />TAYLOR, BASTORP R HOUSTON RAILROAD COMPANY <br />L7 <br />OF P. U.E R PUT <br />= _ <br />Vl u) <br />VOL. V. PAGE 447 <br />/ <br />N62- 20'181W <br />15.00' <br />-_--___.---D.R_H.C.T.------ <br />■T <br />N2739'42'E <br />79.82' <br />L10 <br />S1T06'S91V <br />CL OF <br />C RNLRQN 1 <br />i �- <br />/ <br />SHEET 3 L L <br />- - - - - -- -OPEN SPACE <br />n <br />7T--- <br />S WAS EWATER ESM . - - - - - - - - - - - - - - <br />W 12, PG. 271 -275 PROPOSED LOT CONFIGURATION <br />- - - <br />00' w <br />85.00' w <br />85.00' <br />85.00' <br />94.001 <br />23656 <br />^ P. R.H.C.T. <br />^ <br />?o` <br />21.21 <br />CB <br />15.00 <br />BLOCK M <br />g " <br />N7FI l' "E <br />19.68 <br />SjQ'3l <br />IA '� <br />iZA 'P <br />13A <br />14A e <br />o 15A <br />CIO <br />- 0 0 5.11 AC. <br />AC <br />4.40 <br />F <br />° <br />4.39 <br />"1 <br />45.00 <br />o <br />N inn JAMES E. 6t WIFE, <br />LINDA C. BROWDER <br />40' P.U.E. <br />7 -91 <br />0/ <br />15.00 <br />23.56 <br />.. a <br />/z <br />21.21 <br />C13 <br />Ouv� <br />VOL. 306 PG. 284 <br />3174 AC <br />CITY OF SAN MARCOS <br />9000'00" <br />N27*53'01"W <br />21.21 <br />C1 4 <br />50400 <br />2.62 <br />4 <br />a <br />D.R.H.C.T. <br />VOL. 1484, PG. 801 <br />50.00 <br />98.18 <br />11730'08' <br />NI T37'47"W <br />O.P.R.H.C. T. <br />C 16 <br />50400 <br />TRESTLE TREE 50' R.O.W.) <br />L41� <br />K) <br />VACATE SOUTH 20' <br />41.13 <br />C17 <br />50.00 <br />66.96 <br />76.43.58" <br />N5026'21 'W <br />6207 . <br />3 <br />OF P.V.E. PER PLAT <br />POINT OF <br />15048'39' <br />728'41 <br />19.35 <br />C19 <br />51900 <br />IV <br />9000'00" <br />S6T06'59"W <br />72.12 <br />BEGINNING <br />1500 <br />23.56 <br />9000'00" <br />S62-0659 <br />21.21 <br />C21 <br />25.00 <br />39.27 <br />9000'00' <br />a 15' WASTEWATER ESMT. [S 72'54'24" E 630.64'] <br />35.36 <br />C22 <br />11 <br />/2 <br />13 <br />14 <br />1�� <br />i <br />ry <br />- <br />O <br />O m SK. 12, PG. 271 -275 <br />n P.R.H.Ci. [[S75- 00'00 -E 631.00]] <br />S 72 "54'22" E 630.72 <br />507'12'49'E <br />2.01 AC. <br />/ HWY 21 -SYC, LLC <br />VOL, 1791. PG. 369 <br />C24 <br />1 50.00 <br />143.19 <br />164'04'41' <br />N09'09'20"E <br />99.04 <br />Y <br />N 7753'01 W 509.00 <br />\ <br />D.R.H.C.T. <br />32 <br />BLOCK F <br />19 <br />75100' <br />65.00' <br />85.W' <br />BL.00' <br />&5100' <br />9y.0, 0,' <br />��1 S <br />3 <br />3 <br />_ <br />BLOCK f 3 <br />3 <br />3 <br />3 <br />L 17A 215j5g <br />4.96. <br />v <br />O <br />e <br />g 7A <br />BA <br />9A <br />- <br />10A o 'u'ni <br />11A <br />BLOCK F <br />60D NF <br />• BASE OF <br />20 <br />19 <br />18 <br />17 <br />i6 <br />I <br />O <br />n <br />"1 SPACE <br />T -POST <br />h <br />72'53'01 W 517 38 <br />1�USH HAVEN (50' R.O.W.) <br />� <br />S 72' 3'01" E 446.67 <br />85.00 85.00 98.42 <br />AC. <br />w <br />e <br />g <br />O <br />6 15' WATER ESMT. �. <br />L,7 O\ BK. 12. PG. 271 -275 O <br />STA: 40 +00.00 P.R H.0 T. F <br />1.958 <br />CHARLES E- PAT TON & <br />NORMA ANN PATTON <br />1194, PG. 292 <br />9 <br />O <br />O <br />1A o <br />L, <br />IS <br />4A <br />°n <br />5A <br />M <br />n <br />0 99.78 L/ <br />yOL. <br />D. R.HCT. <br />/ 5 <br />10 <br />00 <br />( <br />z <br />z <br />BLOCK E z <br />z <br />_ <br />.13 AC- <br />G10j LOT 12 <br />' <br />55.75' `S3 �99 <br />4 <br />11 <br />Z <br />L'2 <br />72'53'01" E 414.00' <br />h��F <br />IE <br />O <br />52T39'42'W 111.50' <br />3 <br />12 <br />ti <br />O ; <br />a <br />((s 27'34'06" W 111,80')) <br />..4L [S 2738'41" W 111.43] / 11 STA: 40 +00.00 <br />Y" 4 <br />rc J w STA 39 +00.00 �so9 �S., 0 S 99.46 L <br />2 16 O Q� ,L ,I 8 J. <br />13 '¢ '1 GROVNDKLLN 6 /�JF <br />BLOCK D <br />1 � <br />14 ' �, .IIW' / STA: 39+00.00 <br />49.67 <br />O 5 49.67 L <br />BROKEN <br />GROUND LEVEL <br />15 LOT 13 <br />BLOCK D E E <br />OPEN SPACE (DETENTION 6 AC. POND) <br />4.66 AC. <br />BLANCO RIVER VILLAGEQ.' 1 �° <br />SECTION ONE <br />B i BOOK 12, PG 1 -275 r;5�p ap <br />P.R.H C. 27T. : t„ <br />PT STA: 33 +00.00 <br />.tn I CO 0" � BROKEN • <br />GROUND LEVEL <br />F I / <br />Qi 1 <br />LINE TABLE <br />LINE <br />BEARING <br />LENGTH <br />Ll <br />N 62'48'05" W <br />23.36' <br />L2 <br />S 6748'05" E <br />13.03' <br />L3 <br />N 6248105" W <br />6.00' <br />L4 <br />S 7253'01" E <br />5.47' <br />L5 <br />Sl 705'21 "W <br />50.00' <br />L6 <br />s54'05'59^N <br />85.59' <br />L7 <br />S27'39'42W <br />42.35' <br />L8 <br />N62- 20'181W <br />15.00' <br />L9 <br />N2739'42'E <br />79.82' <br />L10 <br />S1T06'S91V <br />49.74' <br />Lll <br />S16'36'OB'E <br />60.11' <br />CURVE TABLE <br />CURVE <br />RADIUS <br />LENGTH <br />DELTA <br />BEARING <br />CHORD <br />Cl <br />25.DO <br />31.38 <br />18'04'56" <br />N 71009'27" E <br />29.36 <br />C2 <br />2500 <br />39.27 <br />9000'00" <br />S27'53'01 "E <br />35.36 <br />C3 <br />25.00 <br />39.27 <br />9000'00" <br />S62'06'59W <br />35.36 <br />C4 <br />3500 <br />6.16 <br />10'04'56" <br />N6 3"W <br />6.15 <br />C5 <br />25.00 <br />42.76 <br />98'00'00" <br />N13'48'05"W <br />37.74 <br />CB <br />15.00 <br />23.56 <br />" <br />562'06'59W <br />21.21 <br />C7 <br />15.00 <br />23656 <br />9000'00" <br />S27*53'01'E <br />21.21 <br />CB <br />15.00 <br />21.47 <br />g " <br />N7FI l' "E <br />19.68 <br />C9 <br />15.00 <br />25.66 <br />9$'00'00" <br />S13'48'05 <br />22664 <br />CIO <br />2500 <br />4.40 <br />7 4' <br />T <br />4.39 <br />C11 <br />45.00 <br />7,92 <br />1004'56" <br />S67'50'33'E <br />7 -91 <br />C12 <br />15.00 <br />23.56 <br />.. a <br />N62'06'59"E <br />21.21 <br />C13 <br />15.00 <br />23.56 <br />9000'00" <br />N27*53'01"W <br />21.21 <br />C1 4 <br />50400 <br />2.62 <br />T '1 " <br />N71' '56'W <br />2.62 <br />C15 <br />50.00 <br />98.18 <br />11730'08' <br />NI T37'47"W <br />83.15 <br />C 16 <br />50400 <br />42.39 <br />FEMA <br />ry <br />41.13 <br />C17 <br />50.00 <br />66.96 <br />76.43.58" <br />N5026'21 'W <br />6207 . <br />C18 <br />1 0.00 <br />26.32 <br />15048'39' <br />728'41 <br />19.35 <br />C19 <br />51900 <br />80,11 <br />9000'00" <br />S6T06'59"W <br />72.12 <br />C20 <br />1500 <br />23.56 <br />9000'00" <br />S62-0659 <br />21.21 <br />C21 <br />25.00 <br />39.27 <br />9000'00' <br />N67D6'59'E <br />35.36 <br />C22 <br />25.00 <br />30.77 <br />7031'44" <br />S3737'09 "E <br />28.87 <br />C23 <br />50.00 <br />8.48 <br />9'43'04" <br />507'12'49'E <br />8.47 <br />C24 <br />1 50.00 <br />143.19 <br />164'04'41' <br />N09'09'20"E <br />99.04 <br />.I 'l <br />GRAPHIC SCALE <br />too <br />5 too <br />:a�Q N <br />IN FEET <br />0.w® <br />SAN /i <br />On N <br />' <br />c' 'L W <br />rIUF�a <br />"F <br />•��' §� <br />�7 Ol :Z) co C <br />WzM�C41 <br />(".. <br />a c9 p <br />U <br />\ <br />10. <br />O <br />• <br />112" IRON REBAR FOUND WITH PLASTIC CAP <br />1 <br />WHICH READS CDS M4UERY SA TX' <br />>r <br />V <br />® <br />O <br />FL� <br />CONCRETE MLWUMENT FOUND (TYPE I) <br />A <br />O O <br />O <br />O <br />112' IRON REBW SET WITH PLASTIC CAP <br />GRAPHIC SCALE <br />too <br />5 too <br />IN FEET <br />T h <br />LEGEND <br />• <br />112" IRON REBAR FOUND WITH PLASTIC CAP <br />WHICH READS CDS M4UERY SA TX' <br />r <br />® <br />1/2 -IRON REBAR FOUND <br />FL� <br />CONCRETE MLWUMENT FOUND (TYPE I) <br />A <br />CONCRETE MONUMENT FOUND (TYPE II) <br />60C NAIL FOUND AT BASE OF T -POST <br />O <br />112' IRON REBW SET WITH PLASTIC CAP <br />WHICH READS "BASELINE WC.' <br />RAILROAD TRACKS <br />�. <br />UNDERGROUND GAS MARKER <br />GAS METER <br />.. a <br />R.O.W <br />RIGHT-OF -WAY <br />fr <br />EO.P. <br />EDGE OF PAVEMENT <br />PU.E. <br />PUBLIC UTILITY EASEMENT <br />u <br />�. <br />FEMA <br />FLOOD EMERGENCY MANAGEMENT AGENCY <br />n <br />( ) <br />PER VOL. 1505, PC. 38 <br />( ] <br />PER VOL, 2415, PG. 651 <br />8 <br />(( )) <br />PER T.DOT R.O.W MAP DATED MULCH 1937 <br />(( ]] <br />PER VOL. 306. PG. 284 <br />D.R.H.CT <br />DEED RECORDS OF FLAYS COUNTY, TEXAS' <br />R.P.R.H.C.T <br />REAL PROPERTY RECORDS OF HAYS COUNTY, TEXAS <br />O.P.R.HC.T. <br />OFFICIAL PUBLIC RECORDS LY HAYS COUNTY, TEXAS <br />Y <br />11i <br />d <br />SHEET <br />02 of 05 <br />