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HomeMy WebLinkAboutS-0744 Map 9W r O 0 a ai d z O z N i _ KAN13 _ ROAD NO2'49'50"E-10.00' N42010' 10"W-56.57"o oRD) N 020 49' 50"E 68.181 N 200 05' 17" W 391.801 (CHORD) PROPERTY DESCRIPTION Part of the Northeast 1/4 of Section 9, T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as follows: Starting at the Northeast corner of said Section 9; thence South 4e 08'46" West 82.66 feet to a point on the West right-of-way line of Shackleford Road; thence South 2007'00" West along said West right-of- way line 503.25 feet to the POINT OF BEGINNING; thence continuing South 2° 07'00" West along said West right-of-way 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 42053'00" 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 225.20 feet, and a chord which bears North 81059'47" West 224.80 feet; thence North 71'13'38" West 192.59 feet; thence North 71047'16" 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 88009'52" West 392.77 feet; thence South 68007'Op" 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; 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 17004'36" 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 13044'38" 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 21046'45" West 434.61 feet; thence North 43'00'34" 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 20e05'17" 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 42'10'03" West 56.57 feet; thence North 2049'50" East 10.00 feet to the South right-of-way line of Kanis Road; thence South 87°10'10" East along said South right-of-way line 140.00 feet; thence South 2049'50" 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 47049'57" West 56.57 feet; thence South 2049'50" 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 20'05'17" East 345.06 feet; thence South 43000'34" East 365.05 feet;thence along a curve to the right having a radius 660.10 feet, an arc distance of 52.32 feet and a chord which bears South 40'44'23" East 52.30 feet; thence along a curve to the left, having a radius of 40.00 feet, an arc distance of 56.48 feet, and a chord which bears South 78055'16" East 51.91 feet; thence along a curve to the right, having a radius of 1045.00 feet, an arc distance of 136.62 feet, and a chord which bears North 64022'17" East 136.53 feet; thence North 68 07'00" East 398.38 feet; thence along a curve to the right, having a radius of 632.38 feet an arc distance of 442.89 feet, and a chord which bears North 88°09'52" East 433.91 feet; thence South 71'47'16" East 178.37 feet; thence South 74012'29" East 187.47 feet; thence along a curve to the left, having a radius of 1025.89 feet, an arc distance of 210.81 feet, and a chord which bears South 81e59'47" East 210.44 feet; thence South 87'53'00' East 11.50 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 47007'00" East 56.57 feet to the POINT OF BEGINNING containing 4.227 acres, more or less. 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 of Execution Reg-is-te-T-e-d Professional Engineer No. Arkansas 1 "S 02"49' 50" W-10.00' S 47049150"W-56.571(CHORD) S 02* 49' 50" W 68.18 S 20°05'178E 345.06' (CHORD) - \LF,j,� N 68°07'00`E 398.38'- �'�� S43°00'34"E 365.04S78"55'16"E ` s�F 51.91'(CHORD) _ N 43*00' 34"W 9\ p S 4(r44'234E S 52.30'(CHORD) N64D2217"E �,IEi 365.05' 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. Liate of Lxecul-ion 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 here'0y executed under the authority of said Rules and Regulation. Date of Execution L.R.- lance Commission Registered an Surveyor No. Arkansas 7 N 21046'46"W 434.6I'( CHORD) --* 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 Source of Title: Instrument No. CERTIFICATE OF RECORDING This document, number filed for record , 19_,iin Plat Book , Page Signed (Name) Clerk Address D.R._Page S 64°37'10"W 120.17' (::NCR; ) S 17,004' 36" W 55,62'(ci­,oRD) O S 13044' 38"E 1 302.031(CHORD) I` ! �- S 89047'00"W 60.00' PROPERTY LINE CURVE DATA CURVE O O O O 5 © 7 8 9 0 9CPo0'o0" 40.00' 11046'26" 40005'44' 209.05' 06059'41" 60.20' 88005'27" 26026'59" 38.69' 155.13' 42'27'36" 233.13' 45050'30" 89059'59" T 113.00' 212.69' 503.00' 40,00' 40.00' R 40.00' 1095.89' 572.88' 985.00' 40.00' 660.10' _61.50 304.73' 55.62' 302.03' 600.10' ARC 62.83' 225.20' 400.90' 120.25' 444.72' 402.44' 62.83' CHORD 56.57' 224.80' 392.77' 120,17' 434.61' 391.80, 56.57' CURVE 10 I 12 13 14 15 16 17 0 90000'01" 45050'30" 04932'28 80a54'22" 07029'27" 40005'44" 68.41 230.95' 1045.00' 632.88' 11046'26" 90a00'W" T 40.Od 187.32' 26.17' 34.11' 105.78' 40.00' R 40.00' 443.00' 660.10' 40.00' 1025.89' 40.00' ARC 62.83' 354.44' 52.32' 56.48' 136.62' 442.89' 210.81' 62.83' 1 56.57' 1 345.06' 52.30' 210.44' 56.57' CHORD 51.91' 1 136.53' 433.91' NE CORNER OF SECTION 9, S44008'46"W 'LPF T-I-N, R-13-W 82.66'--�/ S 020 07' 00" w 503.25' N 88009152IsE I 433.91'(cl1oRD; S-M47'16"E t 1 178.34' O 1 " S87053'00"E S 74 12 29 E 11.50 ' - -- 77 187.49' 4700E t67P(CHORD) 0_ _ _ S81059'47"E 210.448(CHORD) 1 v o I S 88°09'52"W �� 16) 17 p1 392,77 (CHORD) _ �- 5O2°07'00"W S 68007'00"W 150.00' 398.38' N 71047016"W o 3 178. 34' N 71" 13' 38"W LL co (� 192.59' W ' �I N 81059147"W al 224.801 (CHORD) UI N 87*53aOONW 42*53'00"W 11,551 56.57' (CHORD) KOGER EXECUTIVE CENTER / UNIT I PLAT BOOK A, PAGE 895 I(ANIS 11 ROAD / .-. ['. r 'i _ 1•"--- .....y.. _. -='1 s ' 1 10 J ROJECT SITE Y a MONETk� - E NT Clr. ci t 1 3 `�I.J71e w fl TI+I r ) I ¢ nw-I- PVT. OR. HIC"ORY MILL RD � i::'`• 20 i! Vt I u g v sT�'� s.. r ; t'" w. ,n,anrrrnr i�;iTi i -o' .•`` ISTE '''r. GILBERT OR v i I s �'A0:1,lSSAS CEDAR gPR GS t •:. U i'.• �'li:+r•....... -.I cl.\IF IN•. ` 1 •77 j REr1S7Er ED ,%. �N 957 CHERRYW000 CT. ?;?; . 5 FAOFi.3S10AiL ► �; C- ���` ' V I C I N I T Y M A P � �Fs o.49 NO4Qr NOT TO SCALE M -�,L�.�/ 1� 1 ,`��� Mehlburger Tanner Robinson &Associates Architects -Engineers 201 Soulk Izard P O. Box 3937 LItt4 Rock, AR 722033837 5017375 5331 FF COPYRIGHT 19 Mehlburger Tanner Robinson 8 Associates DRAWN BY: G. CHECKED BY: APPROVED BY: SCALE: I" = 100' DATE: 10-8-66 1 J N In Z H Y X W J Y UU � zg > H (10 LL. 3 co W Q In Q `1 O Q a M Z C) Q O H W > Cr a J Z W J ~ Q Z LL. J � W rr u J r 3 r W � W