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HomeMy WebLinkAboutS-0867-F Map 4CERTIFICATE OF SURVEYING ACCURACY I, Joe D. White, hereby certify that this plat correctly represents a boundary survey made by me arse 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 and Regulations have been complied with. // Bate of Execution Timoth E. Daters Registered Professional Engineer No. 5033, Arkansas STATE OF •• AS % ..� o � 534 i�� 4. AW N'• �� . /'/SIA1 T1 LO ARK %%SAS Z i REGISTERED PROFESSIONAL ENGINEER No.5033 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. `7E/N4F7//WhoM.,/NC Sate of Execution ,7 /DQ'L" FIAr'HhG/qL �EN7PE' D. R.62 I Page 33 F'4,F'�iti<1_y' JU/7P 3.3-? Z/Aif ,Qtr Address IRR Instrument No. CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this docu- ment is hereby accepted. This certificate is hereby executed under the authority,of said Rules and Regulations. Date of Execution Little Rock Planning Commission 4. 1 0 �� nh I� n M CUQyc 04 7-,4 cur✓c /V' d T L �G °03 ?o ° 36 ` C-y' /73 53 ' 0 q5 '/3 20 //9 °?9 76 ; -)-I , ® 25° I5 07 00 0 75 ` 00'45 " 40 ° /09 /57 53 ' © 3!° Z/ 52 a 36 ° 10 f/ 2/057'/0" b° ////3' L/953 O 45 36'40 ° 20 ° /'!o. 56 //3 °55 "o " 1537,5 U 77 °33 4M6 7f CERTIFICAIF OF RECORDING This document, r,imber , filed for record 19 , in Plat Book_ Page amA e - /3725� 5 40 3 4`iiG � 4 4L N�'� T� S Arx� /o� U,�///fic�5. s,5ddcd 9r� Oer�7 e� L. Inc '-'� (7,1pc'� Z--&, c 7" /rz» Piny qrc ,9f /9// Lo/ Come/ Lows yY/fh Ccl 9rz7 M(f&n( � To Fb/nt.,5 o{ /nfe�ec,`ior� o{Lot L/IX-5, ,71-X71No/ 1::b/l-Df5 on Cul-1'�. ti D/5 fdl�C 3 3%J Y/7 A/O� CU�1 C� R/r- C "�O/z;. / 5 �d di / Af /n/ cc�iorxs o{ �f�>< /.�/c//D/5 0{'I i EEFV 191re! 25 e Trnor o{ Cknu/t, 5/z s h VIC/N/ TY M,4X:;' Legal Description Part of Sections 26 and 35, 1-2d4, k 14-W, rulisnl �rv,nnsaa, more particularly described as; Start in at the center of Sect Ion 36, T-2-N, k-14- W; thence S0.45134"W along the North South penterllno of said Section 36, 1021.E ft. to a point on the centerl ]no of honal Parkway; tf,aaco Northwesterly along sold centerline, being the arc of a 2864.79 ft. red ;is curve to the left, having a chord bearing and distance of N22'55154"11, 611,b2 ft. to a point; thence N31.42105"W and continuing along said centori Ina, 21fA.01 ft. to a point; thence Northwesterly and continuing along sold center lnu being the arc of a 5729.58 ft. radius curve to the rio t, having a chore nearing and distance of N26.52134"W, 964.0 £t. to a point; hence N22.03-W and wntlnuing along said centerline, 811.46 ft. to the point of Intersection o'. said centerline of Chenal Parkway and the centerl Ina of Chenal Valley Drive; thence 579.48107"W along the centerline of Chanel valley Drive, 459.38 ft. to a point; thence southwesterly along said centerline° being the arof a 1432.39 ft, radlus curve to the right, having a chord bearing and distance of S84'12'09"W,l 7;9.hi ft, to a point; thence S8f1.36'101-W and continuing along sold centerl I'e 47;,92 ft, to a point; thence Southwesterly and continuing along said cant•^r'. ine, being the arc of a 818.51 ft. radius curve to the left having a chord nearing and dlstance of t S 50'36148"W, 1007,61 ft, to a point thence N77.22 :++„ W, 30.0 tt, to a porn on the Wast.Rlght-ot-Way line of Chonl I Valley Drive and the point of oeginnin•g; n thence Southwesterly along said Wee kignt-of-May line, bei g the arc of a 848.51 ft. radius curve to the left havirg b chore bearing and distance of S11-441331-N, 20,42 ft, to a point; henca S11.03113"" and continuing along saia blast Right-of-Wsy line, 708,Oti ft. o a point; tnonca Southwesterly al ohy >ain West Right-of-way line, being the a c of a 686.20 41. radius curve to the right, naviny a chord bearing and dlstance of s14.02143"W, " .6 ft. toe ;,olnt, *hence N42'24131"W, �59.45 ft. to a point; tnence N31'03'dl"X, 466.1 it, +o a of thence N57°12107"W, 128.0 ft. to rpoint: thence I482021147"W, 519 ft rc point; thence N65'13132"W, 267,53 tI,. tc a point; thence R30.05159"ll122,85 ft. to a point; thence N77'58144"W, 161,41 ft_ to a point, thence 143E 1:,113"W, 111.50 ft. to a point; thence N414P 29"W, 130.20 ti, to a point; tnence N24055156"F., 179.4C ft. tea Ppfrrt ? ��ancc 1.7°35'SI^W, G+3.60 t+. •u poi n'; Tnence N42002'39"E, 127.48 ft. tv'1 Poln+; tnence = '" 127"E, 165,9' ft. to .i point; thence N67'20120"E, 21D.J ft �fT}qi,,A pr.in• to a point; thence S87'3:141"E, 181.�5_Ttr .i+. Ienca SS":. •1'�i"r 126.81 tf, t.; a point; thence 56 T 0 153a1 a Point r ac S54.22142"E, 151.25 ft. to a point; thence St Cu5.4u t'. ru a .oin^; E thence 518.38'15", 585.67 ft. to a 1•124"C, 823.15 tr, a point; thence S62'26113"E, 79.7-: *no .. - inning, core+aining 44.6624 Acres aore.Or less. ram? r INN cE'`C. ✓�eG �- W Q ON A a N 1< Q G�-lENAL V-a.LL�Y P� A�rJI TIoN Tc) Tliz:-7 cl Ty cr �sI TT�-E eel Pq;�_'r c�r 2( 35 T- 2- N I I2- 14 - W PULASICI C�JN`r�1 L�.2K�N��=�. � o � 7rrx� � � �xz• i 1 Rtl� l;210 © WHITE-DATERS & ASSOCIATES, INC. ��►�"�"' CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201 N 79R