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Gil BERT&MELODY LOPET PROJECT LEGEND I W ACRES z TIT—NRP6BFR RM-w11 W b.r In 1W 6ra , ♦ n Hewn ♦ aewen roee • wn1e1utT11 yy Bt relfrraxF ne9fsrnr y.9,' � • wx�rxnr acwen VA_.1L N • wBNerex - BouxwB.rmt DI MYR T_IRA NOTE �NrAe BOLunVZFNo.�.L.�s�,�n•TR•L 65BLSBLDLI,ONYFN,,Q ,O (SAY13 Ns 1]16• <3 VYfIFND o�dtiE LOF I AUT,yo V!:.bHNSON�S..9 g _W SURVEYING,TLC.:G_ sV' _ ' No. 3714:' R ''�YI�RKAN51�`5 IlllninunlLmloO�`\ = f 9 ME I.OB ACRE.MORE OR LESS,TRACT OF LAND BEING PART OF THE SI/2 Of THE N W I/A Of SECTION 14,TOWNSHIP 13 NORTH.RANGE 6 W EST. 3EPENDENCE COUNTY.ARKANSAS.MORE PARTICULARLY DESCRIBED AS FOLLOWS' 3MMENCING AT THE NW CORNER OF SAID SECTION 16; 81 _ ENCE N 90.00'00'E A DISTANCE OF 1166.09 FEET t0 A CALCULATED POINT. 4 ENCE S 00'00'00'E A DISTANCE Of 1610.32 FEET TO A FOUND 1/7'REMIT.REPRESENTING THE POINT OF BEGINNING, - ENCE S 3A 7l•58' 'E A DISTANCE OF 211.36 FEET TO A FOUND 1/7'REBATE ON THE WEST RIGHT OF WAY Of DRY KLIN ROAD. E.A ENCLONG SAID WEST RIGHT OF WAY,S 17.5866"WA DISTANCE OF 100.36 FEET 10 A FOUND 1/7 REBAR. ENCE.LEAVING SAID WEST RIGHT OF WAY.N 88.13'37 W A DISTANCE OF 36.1.68 FEET TO A FOUND 1/7'REBAR: ENCE N 21.39'61"E A DISTANCE OF 168.62 FEET TO A FOUND 1/7'REBAR; _ ENCE S 89.21'23"E A DISTANCE OF 35.97 FEET TO A FOUND 1/7'REBAR: ENCE N 63.25'47 E A DISTANCE OF 1969 FEET BACK TO THE POINT OF BEGINNING Of SAID I ACRE.MORE OR LESS.TRACI O1OS®FASEAIEM lEOAI DOCNPTION 3 20 ACRE,MORE OR LESS.IRACT OF LAND BEING PART OF THE SI/2 OF THE N W I/A Of SECTION M.TOWNSHIP 13 NORTH.RANGE 6 WEST, 3EPENDENCE COUNTY,ARKANSAS.MORE PARTICULARLY DESCRIBED AS FOLLOWS' 3MMENCING AT THE NW CORNER OF SAID SECTION M, ENCE N 9D•00'OD'E A DISTANCE Of 1166.09 FEET 10 A CALCULATED POINT. ENCE S 00.00OD'E A DISTANCE OF 1810.32 FEET 10 A FOUND 117'REBAR: ENCE S 11.5B'3R'E A DISTANCE OF NY 96 FEET TO CALCULATED POINT.REPRESENTING THE POINI OF BEGINNING: ENCE N 16.5J'27'E A DI$TANCE OF 10 93 FEET TO A CALCULATED POINT: ENCE N 19"39"E A DISTANCE Of 76.37 FEET TO A CALCULATED POINT: ENCE N 21.25')1"E A DISTANCE OF 1,89 FEET TO A CALCULATED POINT. ENCE N 29•4 1'SAI E A DISTANCE OF 6 61 FEET 1O A CALCULATED POINT. ENCE N 38.05'53"E A DISTANCE OF ISM FEET TOA CALCULATED POINT. ENCE N 69.13W E A DISTANCE Of 13.15 FEET 10 A CALCULATED POINT. ENCE N 6B'03'R4Y E A DISTANCE Of 9.78 FEET TO A CALCULATED POINT, ENCE N BA•00'61'E A DISTANCE Of 6.15 FEET 10 A CALCULATED POINT. ENCE 5 BJ'30'33'E A DISTANCE OF 6 21 FEEL TO A CALCULATED POINT: ENCE S 69•SB'IR"E A DISTANCE Of 16.88 FEET i0 A CALCULATED POIrvT, ENCE S 42.2551"E A DISTANCE Of 63.26 FEET TO A CALCULATED POINT, ENCE S 13.60'05"E A DISTANCE Of 110,13 FEET 10 A CALCULATED POINT ON THE WEST RIGHT OF WAY OF DRY ALIN ROAD, ENCE,ALONG SAID WEST RIGHT OF WAY.S IPS&W W A DISTANCE OF 3001 FEET 10 A CALCULATED POINT. ENCE.LEAVING SAID WEST RIGHT Of WAY,N ITNI'05"W A DISTANCE OF 111.66 FEET 10 A CALCULATED POINT, ENCE N A2.25'S 1'W A DISTANCE Of 46.32 FEET 10 A CALCULATED POINT. ENCE N 69.581 R"W A DISTANCE OF 5 18 FEET 10 A CALCULATED POINT, ENCE S A9.13'OY'W A DISTANCE Of 5.17 FEEL TO A CALCULATED POINT', ENCE S W 05'6Y W A DISTANCE Of 122 FEET TO CALCULATED POINT, ENCE S 29.61'S I W A DISTANCE Of 2.09 FEET TO A CALCULATED POINT. ENCE S 21.25*17 WADISTANCEOf5.30FEET TO A CALCULATEDPOINT; ENCE S 19•A9'31'W A DISTANCE OF 15 18 FEET TO A CALCULATED POINT: ENCE S 16.53'27 W A DISTANCE OF 1016 FEEL TO A CALCULATED POINT; ENCE N 71'58'2Lf"W A DISTANCE OF 30.01 FEET BACK TO THE POINT OF BEGINNING Of SAID 020 ACRE.MORE OR LESS.TRACT 8VAO8'S Cenprl13S :EATON B.JOHNSON.ARKANSAS LICENSED PROFESSIONAL SURVEYOR,NO 1135.DO HEREBY CERTIFY THAT IRIS PLAY REPRESENTS THE RESULTS Of A FOR THE USE AND BENEFIT OF. JOIIO5O11 S 0' 30' 8D' RVEY MADE ON THE GROUND UNDER MY SUPERVISION. THE CITY OF BATESVILLE !NBRAL NORO Cutting Edge Surveying,LIX E ABOVE DESCRIBED IRACI IS SUBJECI TO ANY AND ALL RIGHTS OF-WAY AND EASEMENTS THAT ARE OF RECORD AND WHICH ARE PHYSICALLY IN DATE: DRAWN BY. fo uB HFAsuBFF TixcxFs.l oBclxu scu ACE ANY IMPROVEMENTS OR EASEMENTS SHOWN ARE THE RESULT Of A SURVEY AND IHAI COULD BE REASONABLY OBSERVED ON THE GROUND.ALL 3-1.M23 R JOHNSON iIANCES ARE HORIZONTAL GROUND DISTANCES.ANY COORDINATES SHOWN WERE DERIVED FROM GPS OBSERVATION VIA THE ARE D.O1 C.O.R S. eu fro eil SURVEY CODE. IWORK. JOB NUMBER PAGE'. SOD 1135.00TIH 1OfI SO0 I3N 06W 0.II R00.32-1135