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W t D 0 T > a I 100 50 0 IW 200 S 87010'IONE SCALE __KANIS ROAD__ 140.00' EXISTING 60' RII t NO2°49'50"E-10.00�� S 02°49'S0"W - 10.00' N42 1010 W-56.57 (CHORD 1 10 S47°49'50"W- 56.57'(CHORD) N 02*49'50"E 6 8.18' i I "� S 020 49' 50"W - 68 18' N 20005' 170W 391.80' (CHORD) PROPERTY DESCRIPTION Part of the Northeast 1/4 of Section 9, T-1-14, R-13-W, Pulaski County, Arkansas, more particularly described as follows: Starting at the Northeast corner of said Section 9; thence South 440 08'46" West 82.66 feet to a point on the West right-of-way line of Shackleford Road; thence South 2001'00" West along said West right-of-way line 503.25 feet; thence continuing South 2007'00" West along said West right of-wav line 150.00 feet; thence along a curve to the left, having a radius of 40.00 feet, an arc distance of 62.83 feet, and a chord which bears North 42a53'00" West 56.57 feet; thence North 81053'00" West 11.55 feet; thence along a curve to the right, having a radius of 1095.89 feet, an arc distance of 225.80 feet, and a chord which bears North 81 59'47" West. 224.80 feet; thence North 71'13'38" West 192.59 feet; thence North 710 47'16" West 178.34 feet; thence along a curve to the left, having a radius of 572.88 feet, an arc distance of 400.90 feet, and a chord which bears South W 09'52" West 392.77 feet; thence South 68`07'00" West 398.38 feet; thence along a curve to the left, having a radius of 985.00 feet, an arc distance of 120.25 feet, and a chord which bears South 64°37'10" West 120.17 feet to the POINT OF BEGINNING; thence along a curve to the left, having a radius of 40.00 feet, an arc distance of 61.50 feet, and a chord which bears South 17"04'36" West 55.62 feet; thence along a curve to the right having a radius of 660.10 feet, an arc distance of 304.73 feet, and a chord which bears South 13`44'38" East 302.03 feet to the Northwest corner of Lot 4, Koger Executive Center as recorded in Plat Book A, Page 895; thence South 89 47'00 West 60.00 feet; thence along a curve to the left having a radius of 600.10 feet, an arc distance of 444.72 feet and a chord which bears North 21` 46'46" West 434.61 feet; thence North 43000'34" West 365.05 feet; thence along a curve to the right having a radius of 503.00 feet, an arc distance of 402.45 feet and a chord which bears North 20° 05'17" West 391.80 feet; thence North 2°49'50" East 68.18 feet; thence along a curve to the left having a radius of 40.00 feet, an arc distance of 62.83 feet and a chord which bears North 42`10'10" West 56.57 feet; thence North 2049'50" East 10.00 feet to the South right-of-way line of Kanis Road; thence South 87010'10" East along said South right-of-way line 140.00 feet; thence South 2*49'50" West 10.00 feet; thence along a curve to the left having a radius of 40.00 feet an arc distance of 62.83 feet and a chord which bears South 47049'50" West 56.57 feet; thence South 2`49'50" West 68.18 feet; thence along a curve to the left having a radius of 443.00 feet, an arc distance of 354.44 feet and a chord which bears South 200 05'17" East 345.06 feet; thence South 43000'34" East 365.05 feet; thence along a curve to the right having a radius of 660.10 feet, an arc distance of 52.32 feet and a chord which bears South 40`44'23" East 52.30 feet; having a radius of 40.00 feet, an arc thence along a curve to the left, distance of 56.48 feet, and a chord which bears South 78055'16" East 51.91 feet; thence South 37027'35" East 60.64 feet to the POINT OF BEGINNING containing 1.827 acres, more or less. V� • z a Pvr. on 61LSERT DR .ANI I ROAD �+ Y • w PROJECT g /j SITE t7( - -i E nT r .Q rA '� w +CHER. WOOD, CT R. VICINITY ut t 41 i II S 20°0!517"E 345.06'(CHORD) N 43°00'34' loo 365.05' S� S 43000'340E 365.05' N 210 46' 46" W 434.61'(CHORC') - S `11 ', 4 23"E 52.301CHORC NW CORNER LOT 4 KOGER EXECUTIVE CENTER CERTIFICATE OF OWNER We, the undersigned, Owners of the real estate shown and described herein, do hereby certify that we have laid off, platted, and subdivided, and do hereby lay off, plat, and subdivide said real estate in accordance with this plat. Signed Gate of Execution Name Tddress Source of Title: 1).R._Page Instrument No. PROPERTY LINE CURVE v v v '_XyOObO' 40.00' 40.00' 62.83' 56.57' II046'26" 113 00, 1095.89' 225.20' 224.80 40D05'44" 209. 05' 572.88' 400.90' 392,77' 06059'41" 60 20' 98 5.00' 120.25' 120.17' T R ARC CHORD CURVE 10 11 12 13 n - T 90a00'01" - ____ - -_ __ __ 40.00' 45050' 30" 04a32'28" __- ___ -___ ___ 26.17' 660.10' 52.32' 52.30' 80054'22" ._._-_-__- 34.11' Y-_.- 187.32' 443.00' 354.44' 345.06' R 40.00' 62-83' 56.57' 40.00' 56.48' 51.91' ARC CHORD MUMN DATA 8W05' 27" 26026' 59" 42027 36" 38.69' 155.13' 23313' 40.00' 660.10' 60010' 61.50' 304.73 444.72' 55.62' 302.03' 4 34-61' S76`55'16'E �- S 88°09'S2"W 51.91'(CHORD) , 392.77'(CHORD) \ S68007'00"W N7104716J 398.38' 178.34' N a „ 11338W 192.59' -� S 640 3 7' 10" W ?� 120.17'(CHORD) POINT OF BEGINNING" S 17.04' 36"W 55.62' (CHORD) 'S 13044' 38NE 302.03'(CHORD) S 89047'OONW 60.00' CERTIFICATE OF ENGINEERING ACCURACY I. Wes Lowder, do hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Sub- division Rules and Regulations have been complied with. Date 5T Execution Registered Pro eesssio al Engineer No.Stt✓ Arkansas KOGER EXECUTIVE CENTER UNIT I PLAT BOOK A , PAGE 895 CERTIFICATE OF SURVEYING ACCURACY I, Michael Watson, hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon actually exist and their location, type and material are correctly shown. o t xec- ton eii gisEerec�TLano Surveyor No.� Arkansas 45050' 30" 212.69' - 503.00' 402.44 89a59'59" 40.00' 40.00' -- 62.83' 56.57' NE CORNER OF SECTION 9, T-I -N, R-13-W LPF S 44008'46" W 82.66' I N87053'00"W 11.55'� N 81059'47"W 224.80'(CHORD) N42053'00"W 56.57' (CHORD) CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the Conditions of approval having been completed, this document is hereby accepted. This Certificiate is hereby executed under the authority of said Rules and Regulation. Date of Execution L.R.anntng Commission 0 50 3.25' LC IO LL LL1 J IY Uri ,U a 6 z I� i< 3 S 02a 07'00" W 15 0.00' 1 Mehlburger Tanner ;Robinson &Associates Architects -Engineers 2oi Soom Izard P.O. Bar 3837 bilk Rock, AR 722033837 5011375 53M CO►YRIOHT I9 Mehlburger Tanner Robinson 9 Associates DRAWN BY: CHECKED BY: APPROVED BY: SCALE: 1" = 100' DATE: I I - 05 - �86 LtJ cn Q Cr z Y o Q 3 7'S fir' 1 ' a w u IIA teo LilLd L J Z Ld 6i z O U W � N Q O z Q s W z Q W ,- 2 f- 1-- z L1_ O 0 U 1- _ < Y � Q L J 0D J 3' CL J Z z E: P7 CERTIFICATE OF RECORDING This document, number filed for I 1 record 19_,iin Plat Book Page t . W W 3 Signed NameClerk ,,...... ,,,."' s �: f ' % EtF ,........ F!0 .. �+. fiilT• 9i7 PIiOF;iSSIONAL v Oy' i i'GItiEE$ No.49w3 4z-O�I6 sib• r l't,gE.. PROJECT No. 5 217 r- W[[T NO.