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Home My WebLink AboutS-0867-F Map 2CERTIFICATE OF SURVEYING ACCURACY I, Joe D. White, 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. Date of Execution Joe D. White Registered Land Surveyor No. 534, Arkansas CERTIFICATE OF ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules andRegulations have been complied with. Bate of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas GISTEp STATE OF b : • ARKANSAS a ij NO. 534 pF D. WN�' Jam; 1. L ANO I A E 0� ARI�SAS : t � RF.GiSTERED PROFESSIONAL ENGINEER % No.5033 ��o�4' e CERTIFICATE OF OWNER We, the undersigned, owners of the real es- tate 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. Bate of Execution D.R. Page Address Instrument No. CERTIFICATE OF RECORDING This document, number , filed for record 19 in Plat Book Page CERTIFICATE OF FINAL APPROVAL q G 4 0( Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of G G^\ approval having been completed, this docu- ment is hereby accepted. This certificate is RG hereby executed under the authority,of said �i� /3 7 2✓c 8 G.l Rules and Regulations. Date of Execution Little Rock Planning 5g723�,9 \� �\\ 1 Commission 557'C�U 23 s550 7/ 27 �3cmc�/ o}9 pp 5 a V h IJ� OZ O 9/ 68 . f. h 0 3740' 2 +G 8� /J "off• $ / d3' 39/3' 076�/ to f % 2� I'O.e ?'�- 1 5' �l � so. Ia3. 4" (� (97•r? � hy. 742 ;�. `\\ A5 Cur✓e a /� Cl z I 1 �l /! Cur✓c y° Cl J zq/� /9eC53 9751 s77^ .5/4�7" �L� / os - 'S� 1Q � /3 5�9 q IT'n 11W .� 5 4 y, /V577207 "1/Y (� CC/Ql = 04 TA iC V� d T Z-P A17 fo IC U5c271 FCY O 03 12O" 36• /73 63 'q1X:r/0r(-1f//titan 15i7adcd 4r= 0rn�;1e9 L.7/70/0Gapcar =Esc?�enf� yam 0 45 °13' fo ° //9 029 ' 0:?6 03 ' 2 /row Pines /9rc �e�Af /9// Lo/ Comer ® 75'05 07" 70° �/' /ter 3 Lv/'S 1yi 5 7PoundCd �e�5 9i� MedSur To 4bll-)In o{ /nf��e� �ior� o�Lof Lim F77rx�/1/of Fb//�f5 On Cc/��. OS 75°cc"J f5` 40°�1' /6753' 36 ` 49 2/ 95 46 7O 74.53 ' 3 ° /is? (3 ® zi°s7'/0" X') 2/9 53 e, row ot_� 9O 95 3� 40" 2D° /53 7c'3 ' /23. 65 la? co Se T///5 PA �jp v. Legal Oescr 1pt,on U V . �' / �'— S;� Parr of Sections 26 and 35, 1-2-N, R-1-4-W, P4askl Aunty, Arkansas, more Q v� �9 �d� W; t er S0'45'SI"W described as: Starting at thecenter of Section 36, T-2-N, R-14- �- thence SOalong the North -South coterllne of said Section 36r 1021.6 6 (31 . S? ft- to a point on the centerline of Lhena! P,rkway; `.hence Northwesterly along said centerline, being the arc of a 2864.79ft, radius curve to the left, having a chord bearing and distance of N22'5154"11, 873.62 ft. to a point; In theaca N31.42105"W and continuing along saidcenterllne, 2164.01 ft. to a point; 9 n thence Northwesterly and continuing along sat centerline being the arc of a g.3 n�Q p. 19R 5729.58 ft. radius curve 10 the right, havini a chord bearing and distance of Za _ Q9 N26052154"W, 964.0 ft. to a point; thence 142h3101 and continuing along said centerline, 811.46 ft. to the point of intermaction of said centerline of Chanel fy� Parkway and the centerline of Chenal valley Drive; thence 579048907"W along the centerline of Chenal Valley Drive, 259.38 ft, to a point; thence Southwesterly Q ,� along said centerline, being the arc of a 1452.39 ft. radius curve to the -1ght, having a chord bearing end distance of SM'1110900W, 219.81 ft. to a point; \I� thence S88036110"W and continuing along said centerline 467.68 ft• to a point; b. :10 thence Southwesterly and continuing along said centerline, being the arc of a 0 lJ� 818.51 ft. radius curve to the left, having a chord bearing and distance of S50'36'48"W, 1007.61 ft• to a point; thence 477.22134"W, 30.0 ft. to a point on h Q the West Right -of -May fine of Chenal Valley Drive and the point of beginning; e thence Southwesterly along said West Right-oi-Way line, being the arc of a N 848.51 ft. radius curve to the left, having f chord bearing and distance of e SII-44'33"W, 20.42 ft. to a point; t77�1ence SI1'03'13"W and continuing along said Mast Right -of -Way line, 708.06 ft. td a poini; thence Southwesterly along said ( �, West Right -of -Way line, being the or of a W.20 ft. radius curve to the right, h/ having a chord Gearing and distance f S14'0P 43"W, 71.67 ft. to a point; thence 1442'24.5101W, 859.45 ft. to a point; thence 1,131.03141"W, 488.9 ft• to a point; thence N57'12107"W, 128.0 ft. to a p int; thence N82.21149"W, 519.5 ft• to a Point; thence N65'13'32"W, 267.33 ft• to a point; thence N30'05r59"W, 122.65 ft. i to a point; tnence N77-58144"W, 161..41 ft, to a polat; thence 1434'10113"W, 180.50 ft. to a point; thence N4'10' 9"W, 130.20 ft• to a point; thence I `� N24.55156"E, 179.40 ft. to a point; thence N7'35151"M, 183.60 ft. to a point; thence N4 °02'59"E, 127.48 ft. to a pint; thence S88'44127"E, 165.90 ft• to a point; fhence N67'20.20"E, 216.0 if, to a point; thence 543'23t38"E, 263.98 ft. o O tc a potent; thence S87033141"Er 181,15 ft. to a point; thence $5 T 20'23"E, 126.111 ft. to a point; thence S87'00153"E, 127.50 ft. to a point; -hence S54'22'41"E, 137.25 ft. to a point; thence S82'53.420E, 205.40 ft. to a point; �1 thence S18'381I5"E, 365.67 ft, to a Inf; thence S35'34124"E, 623.15 to a Point; thence S62'26'13"E, 79.25 ft. t0 the point of beginning, containing , 44. 6624 Acres more or less. f 31 3so sip. �s 2/70 < e /3� v� 4'33 vy hy. >9 146 II � I ��•; � � � 26; 34 v r5 \ u' `1 n('3� m \ 3 Aso, v� '�, "' • o 14710 € i _ �_- On)ti VQ _ 125 J- 3� { 4/a7 45 �9-��\ \b4i.43' S 15 �j/07� �,� ll�� 5e ?� -5z i63 p�j'If' \ i5 `Est PnO BS9 G V 'ate _ /4 p? 43 LA IV q1 • 11�'� yr< � �y � t 64�,r VIA y if r' y �k�� G r� V IC �� P9� IcDN To � c:I TcT LI TTLE '� �TCf � T � 2C, 4 5F; T-2-N I Fz- 14-w � y SKI CC)�JINTYI I C�2P�Pt-j IG �x�-� IN FF�r h V/C/N/ Ty MAP /v.r i © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201 ..