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(,5 / /3.R7 W) RE�w 5(NZ ZB'�'E) ' ! / S 77 5?%6GW 47CO a ± / sc' \� A : Z 70 o• N / /gnf ofWay Ccrxlemncrr'By c fy off/f//c, � r"579-72' Z! 'tWi '°IAd 1� a. —�21 N 99 M :35 Gv IN /? ' S c95 %3 35 tY 69 23 ' //75fr N' 9/z3/ N/6'27 4'4 V a 0 ,e aa_ TJ r 4 (NB7' ?O2Y) A� rs 43 40 tYJ 3 / /2f 84' ® 1'� ! °` ►,, 0.y G 6 y 3 h 2 A ' y p• 5 ea Q w� Gb�1�: / , �, za; w h . $ n' ie o > ` V9 i •s?s;� • r^•�`w y^1n vim: - M Siao�ran Pr/e�f, Maya Cify ofL/tt/e Rc�K. Hrkals 4. W. kv 6&7.59 <SC7'Z9'4/'/Y) Y�.�� 9 `�b • tN1\ � y (/V B7'.V ;V'W) 0 5.15•04'/5'W (0.47' (55G'34'xn-V) Lcgerd 436.0 1Y/.'r2irnL/m fin. F/a�rC/eta �N 5'So •39'14;' ' SfdfP ,�/d/7�' �9P,�i-i� a N6Z79%5'W SL'/ r1VC0'49 %07V) CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, JOE D WHITE, HEREBY CERTIFY THAT THIS ME, THE UAIDERSIONE0. OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE. SHOWN AND DESCRIBED HEREIN. 00 SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE NAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, ANO SUBDIVIDED, AMID 00 HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE MITHITHIS PLAT. ROCK SUBDIVISION RULES AND REGULA T I Wye$ ti'te. k,el'Ftron'"'IT4 HAVE BEEN COMPLIED WITH. ,?-lZ DATE OF EXECUTION / 0 (E aF ExECU1i0N WIN D. 0.0. PACE i0 00 ak too ,70E I v-, - i7,?03 REGISTERED LAND SURVEYOR AOWSS NO. 534. ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL 1, TIMOTHY E. DATERS. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE DYNE. AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID -t lj, RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. OATERS REGISTERED PROFESSIONAL --7T ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCIF PLANWIMG COMMISSION CERTIFICATE OF RECDROING THIS DOCUMENT, NUMBER ,FILED FOR RECORD_ , 19 IN PLAT BOOK_ . PAGE _ . NAME Legal Description Part of the N1/2, SWI/4, NWT/4, and part of the FI/2, WI/2, NWI/4, 14MI/4, all In Section 9, T-1-N, R-13-W, Pulaski County, Arkansas, morn particularly described as: Beginning at the Northeast corner of the FI/7, W1/2, NWI/4, NMI/4, said Section 9; thence SO'45120"W along the East line of said El/2, WI/2, NWI/40 NWI140 45.0 It, to a point; thence fl8v'25171"W along a line, 45 ft. South of and parallel With the North lino of said EI/2, WI/2, NW1/4, NWI/4, 120.64 ft. to a point; thence Southwestnrfy along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of S45'29115"W, 35.44 ft. to a point; thence S0'2315011W, .144.119 ft. to a point; thence S89'25148"E, 144,03 It, to a point on the East Tine of said EI/2, WI/20 NWI/40 NMI/4; thence S0045120"W along said Fast lint 33.54 ft. to a point; thence SI.23tf5"W and continuing along said East line 326.87 ft. to a point; thence S0'17135"E and continuing along said rest line, 164.81 ft. toe point; thence SO.2815511W and cntinuinv aloe,, ;aid East line, 164,69 ft. to a point; thence SO.561381'r and tontine$; said East line, 329.56 ft. to the Southeast corner of sale L17•',9 N�/29 NWI/4, NWI/4, said corner lying on the Norti, Ile of the �,/. SWI/, NMI/4 sold Sectln 9; thence 5890060 35"E along sa Id North $ins 2, SIN1 .95 ft. to a point; thence S0.53125"W, 120.05 ft. to a point• ;hence' S89.06135"E, 70.0 ft. to a point; thence NO'55125"E, 5.0 ft. to point; thence SR9'O/,1 S511E, 194 .12ft. too point; thence Northeaster$ radius curve to the left, havng a .y along the arc of a 378.11, ft. N85.07'55"E, 68.14 it. to a Navin chord bearing and distance .,f NMI/4, said Section 9; then-' on thu East line of the N1/>, Sw1/4, a point; thence Sout#, � -. - ,u'16135"E along said East line, 60.7 ft. to the right, havin ly along the arc of a 388.10 ft. radius c"rv„ to a point; then' g a dwrd te,aring and distance of S85'1313511W, 69.23 It. to ft. to a polnt,:e N89'06'35"W, 194.12 it. to a point; thence N0'53125"E, 5.n 125.0 -ft. ,,. thence N89.06135"W, 70.0 ft. to a point; thence SO.55',5"w, S55'04'1511N, ' S Point; tliencr. !Id0'1i6'S5"W, 70.0 tt• to a point; iLmh.a 68.41 ft. to a polnt; thence 532'41145"W, 140.0 ft. to a Point; thence N57'I8115"W, 125.0 ft. to a point; thence N67.191151-W, 5(1.13 ft. to a point; thence N57'26'35"W, 183,84 ft. to a point; thence 580'S9'36"W, 7.04 ft, to a point; thence N16'29'44"W, 122.84 ft. to a Point; thence Southres terly along the are of a 511.48 ft, reolus curve to the right, having a chord bearing and distance of S71'52'16"W, 4 7.6ft. to a point; thence N7.26144"W, 00.92 ft. 10 a point; thence N45.30144"W 53.R6 ft. to the Southwest corner of the Et/2, WI/2, NMI/4, NWI/4, sald Section corner9. said Additl n tot he City of being the lockheast corner of Arkansas; Thence NO 02PoLot 2, int Blea West the West Iles of said EI/2, WI/2, NWI/4, NWI/4, 660.80 ff. to a point; ti,encn NO'2315011E and continuing along said West line 554.28 ft. to a point; thence S89'25148"E, 140.01 ft. to a point; thence NO.23150"E, 245.06 1t. to e point; thence Northwesterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of N44.30146"W, 35.3 ft. to a North' itil lineo feSaid• EI/2,"WW1/2,g NWI/4,115.08ft. toapointon 110, NWI/4, 45 1hof f!pswthe West line of said EI/2, WI/2, NWI/4, NWI/4; thence NO'23150j1E along said West line, 45.0 ft. to a point on the North line of said EI/2, WI/2, NWI/4, NWI/4; thence 569.25121"E along sald North line, 345.05 ft. to the point of heglnning, containing 13.68E0 Acres more or less. c3��phic Sca/c /n rccf PLA,-r or I-01r1 2 - ZZ F`U--r - 1, . Lr?j':-:� I- 10- , FSL "Yk-- 1 L< I- 3 i F'�lrYK 3. l Lc 2 G , t�l1x=K 41 /wt-7 C-T_-PIe;ATV-jj GHEP7Ry IfzEEK AN A-EDUM TION THE (--IT`i),,-'F UTTLE 1;��K AI�KAN �,5. t I1�C� PAi� c THeo- WYC I 21 EC". `� TT- I- N t iz-13 • W f'l.1lPE�KI c�uNT� I A2KQ1�-x�,s. Sca.LE III- Irx I [�� 7 ')1 t � 5 l htr_ © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING. LAND PLANNING 6 DEVELOPMENT, SURVEYING 401 Virrnry r-rreet L irrin T7nrk, Arkansas 72201