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Home My WebLink AboutS-0271 Map 2AP 18036 > m W H a O Z 0 N 0 Z m W r a 0 Z 0 N > M Ii ba �4 �iC�° „veil Ipll l�l � e I p I IRDN PIN iE1 AH1v METAL R/hI Ma- N a31.131Iw �l(�.201 IP,ON PINS �iET! W MKS. CERTIFICATE OF ENGINEERING ACCURACY 1,B3 0 , hereby certify that this plat correctly represents a survey and a plan made by me or under my supervi- sion; that all monuments shown hereon actually exist and their location si=e,type' and material are correctly shown; and that all requirements of the Little Rock Sub- division Rules and Regulations have been fully complied with. 9-/G-8z Gl% Date o_x� ecution Name Ark. Reg. Prof. Engr, r 4d9?44 Land Surveyor 83s0 CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations and under the con- ditions of Ordinance No. 11338, this document is given final approval by the Little Rock Planning Commission. All of the conditions of approval having been completed, this document is hereby accepted and this certificate executed under the authority of said Rules and Regulations. Date of Execution Name Planning Administrator Dept. of Community Development Little Rock CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein do herebv certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with the within plat. Date of Execution NameGll LIT LE R - Address Source of Title: INSTRUMENT NO. 82-IM5 CERTIFICATE OF RECORDING This document, number filed for record 19—in Plat Book page - Name Clerk For Bill of Assurance and Deed Record Book Page t2 rXI7TI NCB GlEw EPA EA�zEMF_rIT � P5�W -I 14'.r �i IKDn QIN FOUND It I MAINA6E. 4 UTILITY E,A�EMENT� I G A66Ec,--7 EAC7M'T i1 om PIN FCDLJH i I �\ f ICJ Z i I� r � Id I f :- I P DEN 121 N 4-E1 I 1 �pl 44�`),& 191 W 4�o 1412011 I G -f 84� � 4a1MILt�IMG LINE /T ��I GA"� I ON l I pIN`�eT-_IrIORAINA61� G UKV E DATA G=2'�1151 T = �o�o•D'll I R = 2b42.2t°� >%L.Ix�D PLAIN AGi ILLU�"(K-A-=r�D IN'(Nl; I,A'(E`7T Et71'(IoN U.�. A1Z1'1'j COtZ.1'�i OP tit�IC�INEERS ��oot� of iana situated in the NE', of the SE' e of Section 18, Pulaski County, Arkansas, being more particularly boun, and described 3s follows: Commencing at the NE corner, SE', of said Section 13, thence l 87009'S2" W along the 'forth line of said NE'--, SE', a distance of 300.08 feet to a Point of Beginning; thence continu- ing N 87009'52" W along the North line of said NE' SE'1 for a distance of 794.27 feet; thence N 38043'13" W, 56.20 feet; thence N 03025'10" E, 32.30 feet; thence N 86034'50" W 20.00 feet to a point on the easterly right-of-way line of the Jones Street Interchange; thence continuing along the said right-of-way line the following courses and distances: S 03025'10" ''A 40.00 feet; S 38 43'13" E, 555.60 feet; S 45014'20" E, 9390 feet; along a tangent curve to the left having a central angle of 02039'51", a radius of 2822.28 feet, and a chora bearing and distance of S 46048'55" E 155.30; thence S 87045'12" E,308.20 feet; thence N 01025'37" E, 541.48 feet to the Point of Beginning; said tract of land containing 7.234 Acres more or less. LOT 1 `L'ZP>4 Ate. ,i yy r - 7r= ar 4 tN U'-ftd'('( NF.W '' W GUQVf- VA -TA I 1 \9241 �u E I'i1, 4 z74o I II TT= 6o' � 3' Ho�)��— � 4r,3 r2"2 2�22.28 .. � I�'t�fzAINAC�E �{ U"(ILI'(`I' EA�EP'IEr17� IRON PIN �7ET / NDIE At-2D1110HA\L F-Ac2EMErl-fe? c2HALL E P�Eco�DEti t-( IN�TfZ1JM M-T IN TNEI� IAA F2UIL'(ll LCr,-A-TloNc� .J®Nr,2 LTLKr�ET VL42L fly 1 21-1 / A tract of land situated in the NEB, of the SE', of Section 18, / T-1-N, R-11-W, Pulaski County, Arkansas, being more particularly bound and described as follows: / Commencing at the NE corner, SE', of said Section 18, thence / N 87009'52" W along the North line of said NE'-;, SE'; a distance of 300.08 feet; thence continuing N 87009'52" W / along the North line of said NE' -a, SE'; for a distance of 794.27 feet; thence N 38043'13" W, 56.20 feet; thence N 03025'10" E, / 32.30 feet; thence N 86034'50" W 20.00 feet to a point on the easterly right-of-way line of the Jones Street Interchange; / thence continuing along the said right-of-way line the following courses and distances: S 03025'10" W 40.00 feet; _•_ �,, S 38043'13" E, 555.60 feet to the Point of Beginning; 7,77 thence S 45014'20" E 93.90 feet; thence along a curve to the left having a central angle of 2039'51", a radius of 2822.28 feet and a chord bearing and distance of S 46048'55" E, 155 30 feet thence N 87045'12" W 31 37 feet; thence along NOfrWN T 6'0" Z , ;f �4 SECTION 18 T-I-N, R-II-W OF COMMENC CERTIFICATE OF SURVEYING ACCURACY I, Wes Lowder hereby certify that this plat correctly represents a boundary survey and boundary markers shown hereon actually exist and their location, type and material are correctly shown. (Signed) o� / Date of Execution Name, Fregistered Land Surveyor No. ,y5j/ , Ark. Mehlburger Tanner Renshaw & Associates Architects -Engineers Little Rock El Dorado Arkansas COPYRIGHT j Mehlburger Tanner Renshaw 8 Associates DRAWN BY: CHECKED BY; APPROVED BY: SCALE: III ^ �j => -I DATE: iq {.'1 I / i Ib2 U Y ,!1 J i— r-_ LL J W r_. J � z U Q1Z` r j j ~ L1 Z U W � W o W a _ 6 y PROJECT NO. r— SHEET NO. L�4� � , J a curve to the right having a central angle of 2039'51", 0 a radius of 2842.28 and a chord bearing and distance of VICINITY MAP SCALEN 46034'15" W 132.14'; thence N 45014'20" W, 78.39 feet; I '- 200o thence N 44026'13" E, 18.24 feet; thence N 38043'13" W, 15.50 feet to the point of beginning containing 0.103 -- --- acres more less.