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VICINITY MAP <br /> POST ROAD �.�— _ NOT TO SCALE <br /> (UNKNOWN R-0.\14. W <br /> . _ — <br /> _ <br /> n � <br /> ONd <br /> lu <br /> OA°%00 ( I \Qe r <br /> SITE <br /> c,w <br /> iso rn REMAINDER OF A <br /> C4 CALLED 27.48 ACRES <br /> CHARLES D. NASH, JR. o <br /> VOL. 1892, PG. 7 <br /> r^ O.P.R.H.C.T. <br /> 0 <br /> 0 ° z� ' <br /> W n o S aPoY wo <br /> 0 x F Y <br /> / I z 2 <br /> SUBJECT TRACT o 0�M o WILLIAM WARD SURVEY NO. 3 <br /> P.O.B, 03269 ACRES <br /> :11, D o� <br /> (14,240 SQ.FTa I �o W<(0 ABSTRACT NO. 467 <br /> Z I N43'27'25"E 237.33' 11 <br /> Ln <br /> 1 Z 0 <br /> 0 o y O Obi PREMIER PARKWAY AKA NASH LANE�Lj <br /> �p <br /> o--1 O L4 60' PUBLIC ROW 0) � � GRAPHIC SCALE: 1" = 100' <br /> D a o O N VOL. 11, PG. 383 <br /> Q <br /> =o zo m u VOL. 16, PG. 32 o W I, JOHN BARNARD, REGISTERED PROFESSIONAL LAND <br /> • 0 o P.R.H.C.T. -pp SURVEYOR, HEREBY CERTIFY THAT THIS PLAT AND <br /> =0 m� � � " ° ACCOMPANYING LEGAL DESCRIPTION OF EVEN DATE <br /> Or-o S43'27 25 W 237.33 m <br /> I I � REPRESENT AN ACTUAL SURVEY PERFORMED ON THE <br /> L' <br /> -U 0 I 20' PUBLIC UTILITY EASEMENT 5' BUILDING GROUND UNDER MY SUPERVISION. <br /> 20' BUILDING SETBACK LINE I SETBACK <br /> zU) (VOL. 11, PG. 353) (VOL. 11, PG. 353) C - <br /> LOT 1 a g <br /> n I AMENDED PLAT O 03/07/2023 <br /> NASH VOL SUBDIVISION, PG. 2 <br /> I w JOHN BARNARD DATE <br /> 5' BUILDING P.R.H.C.T. m REGISTERED PROFESSIONAL LAND SURVEYOR <br /> SETBACK I _ <br /> (VOL. 11, PG, 353) REGISTRATIONTEXAS <br /> VARIABLE WIDTH I iv DOUCET & ASSOCO. 5749 <br /> ASSOCIATES <br /> DRAINAGE EASEMENT �0o JBARNARD@DOUCETENGINEERS.COM <br /> VOL. 11, PG. 383-384 <br /> P.R.H.C.T. <br /> HEVACATED BY <br /> VOL. LEGEND <br /> I VOL. 16, PG, 32 <br /> P.R.H.C.T. <br /> / PROPERTY LINE <br /> (VOL. 11,2PG.P 53) I 20' P.U.E. I � ADJOINER PROPERTY LINE <br /> (VOL. 2417, PG. 568) / P.l 35 IRON ROD FOUND <br /> / N�NAN 0 �0 0� [UNLESS NOTED] <br /> uN o IRON PIPE FOUND AS NOTED <br /> w�ocH N G [ ] <br /> / / �N(ER PR�PNG INFORM 0 CALCULATED POINT <br /> NO REOOR� PSE OF <br /> TF+ DOC. NO. DOCUMENT BNUMB RG <br /> l ,�;••��sreR•.9 <br /> BEARING BASIS: Ln VOL. VOLUME <br /> BASIS OF BEARING IS THE TEXAS COORDINATE SYSTEM, SOUQ <br /> SOUTH �oHN o. BARNAR. D PG. PAGE <br /> ...5749.P. .... <br /> CENTRAL ZONE [4204], NAD 83 (2011) EPOCH 2010 AS '.Poo o�.'� R.O.W. RIGHT–OF–WAY <br /> BASED ON LEICA SMARTNET GPS OBSERVATIONS ON CONTROL 9ti'••Esst..'yo <br /> POINT 1 AND 2 SHOWN HEREON. ALL COORDINATE VALUESsuRN� P.R.H.C.T. PLAT RECORDS, HAYS <br /> AND DISTANCES ARE SURFACE VALUES AND MAY BE COUNTY, TEXAS <br /> CONVERTED TO GRID BY APPLYING THE COMBINED SCALE O.P.R.H.C.T. OFFICIAL PUBLIC RECORDS, <br /> FACTOR OF 0.999893. HAYS COUNTY, TEXAS <br /> UNITS: US SURVEY FEET. <br /> Date: 03/07/2D23 <br /> DOUCET Scale: 1" = I100, <br /> D <br /> 0.3269 ACRE <br /> Drawn by: PD <br /> (14,240 SQUARE FEET) W Reviewer: JB <br /> RIGHT—OF—WAY TRACT Civil Engineering //Entitlements//Geospatial Project: 448-004 <br /> 7401 B. Highway 71 W,Ste. 160 <br /> Austin, TX 78735, Tel: (512)-583-2600 Sheet: 1 of 1 <br /> EXHIBIT <br /> www.doucetengineers.com Field Book: ADM <br /> HAYS COUNTY, TEXAS TBPELS Firm Number: 3937 Party Chief: 522 <br /> TBPELS Firm Number: 10194551 Survey Date: 02/11/2021 <br /> \doucet da—files\Departments Geospatial Projects 448-004 Yorrington Design — Bleyl Eng\CAD\dwg\Active — Exhibits\448-004 Yarrington ROW Exhibit — srf.dwg <br />