Loading...
HomeMy WebLinkAboutS-0867-L Map 3%afc: Ficcc� Lp/5 /, 2, 90 3/ ,6/k .5 vp� ' o �n NC'5'I?4dC N13 "5t9 54 !?i 53! z3 •❑ ADDITIONAL :ASEMENTS ARE REQUIRED AS SH YN sy 87 O 9 i0 / ei /Yva.lab/� To/This 7 �• X/all Bra ��pnev�yc� ar 2�i s���, v/�• 7/G, ��/�• 12o�.� '1C- Cor irdir�y � o 3fr �Qh • � rl � 3y 3 SS n' \ Y Y \ Mile /yo 1 ch/cci/�i S�ca9 l0/' 14-.V, Olk 5' 7'RA CT C OZOT,41Z - TP.4CT5 A X Y/39,0a! 5700y 46 r rr 3f.611 ,S71*4ii4C > 0A1 /�cJeulen �v0� aVat/;able 7% �ropen+y u% �-h•'s �n�e' CU!?1/C OATH L cur3 c N� a a r ' % Jl7 F�inJ qrc 5�� fJ/ A!/ LOf CO/nKis /67 07 330.79 • ` 2 ='."/ Cd�crnenfa Shola.�_ .9r� ry U�c fog Z irl'39 57" 33 !�. B9 /55 z _ Ufiri/cs, Uri/cs� o>`i`x'nvr�c 3 22 43.14„ /O' //5/3 22773 e7i__d G � *C5r '3B' SJ 73 89 70 ' 750' 3 Lv//fh r iJdc2� Corrx'rs 9�c MCPSSurz� To A 5 43°03'2J" 4G" 49/5� i3c0 /�/!)7/O{/lJf�l5G�7/%O� ofLof L/ncs 9nd/Vof " �brlyf5 C1� .9 Cc�rvc. G 47 %O ;9 " /0 250. /8 47/ 77 0Z'59'26' B7.5/' /6257' 45.0 4 ti1Sfd/JCCS S/?OVY/� A/O/J 'u/7/CS Filc �h0/�S 7 750 5 A;dCdi/ Af /nfcrsc io�5 0{ �f�ef Piyh S O{L✓C? 58'S/%5" 413/ 77Ce Afc 25. /O 67 04'C'40' . /OL 34 W '?G 4d " /Gt9. Q9 /64 d4 /GYJ' r- r. T- '. Y T/PACT O 23 p rt Ci%Gt ifs i �di 'L5 ZG 0r. � z. /v d ucu/!�iL Ka f _Pc�, /v 5 6.53 �8 °V✓ N CERTIFICATE 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 sh wn. Date of Execu n e 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. Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas 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. J� /;/CF,-7rrrJ07JrnEr4r6- Date of Execution D. R. F7! Page :Z33 Instrument No. #7 c/5t/7o1'C'Ut� B;Yd L///,/e A'cr..L-, 9rk. lZZ!/ Address 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 authorlty,of said Rules and Regulations. Date of Execution Little Rock Planning Commission CERTIFICATE OF RECORDING This document, number , filed for record 19 in Plat Rook_ Page pall, ui uecLion 35, T 2-N, R-144, Pulask; County, Arkansas, i�iore particularly described as. Starting at the center of Section 36, -:- N, R 14-W; thence S0'45'34"W along the North -South centerline of said Section 36, 1021.60 ft. to a point; thence Northwesterly along the arc of a 2864.79 ft. radius curve to the left, having a chord bearing and distance ofM c'55'54% , 873.62 ft. to a point; thence N31°42'04"W, 1565.59 ft. to .a point; thence S58.00'56"W, 333.G3 ft. to a point, thence Southwesterly along the arc of a 1432.39 ft. radius curve to the left, having a chord bearing and distance of S3i°.'7'10"W, 1236.23 ft. to a point; thence S6'63'1d"W, 389.69 ft. to a point; thence Southerly along the arc of a 2864.79 ft. radius curve to the right, having a chord bearing and distance of S1°06"42"W, 576.67 ft. to a point; thence N86046'15"W, 280%25 ft: to a point; thence Northwesterly along the arc of a 572.96 ft. radius curve to the right, having a chord bearing and distance of N73'00'38"W, 272.57 ft. to a point; thence 459'15'W, 198:-41 ft. to a point; thence Northwesterly along the arc of a 572.96 ft. radius curve to the left, having a chord bearinq and .d szan of N71°=U,, 236.64_fS.,-_Lo..-a point; the"* X824591W, [ ii.65 rt. ,u d point; thence I,urtnwesterly Tong Lhe arc of a 572.36 ft. radius curve to the right, having a chord bearing and distance of S57056'36"W, 485.01 ft. to a point; thence N32.54'12"W, 286.18 ft. to o point; thence N57.05'48"E, 30.0 ft. a point on the Easterly right-of-way line of Champagnolle Drive; thence N32.54'12"W along said Easterly right- of-way line, 5.98 ft. to the point of beginning; thence N32`54'12% and continuing along said Easterly right-of-way line, 153.85 ft. to a point; thence Northwesterly and continuing along said Easterly right-of-way line being the arc of d 964.93 ft. radius curve to the left, having a chord bearing and distance of of N50°40' 14"W, 601.09 ft. to a point; thence N68'26'14"6 and continuing along said Easterly right-of-way line, 640.84 ft. to a point; thence Northwesterly and continuing along said Ee.steriy right-of-way line, being the arc of a 379.26 ft. radius curve to the right, having a chord bearing and distance of N23058'54"W, 531.23 ft. to a point; thence N20.28'27"E and continuing along said Easterly right-of-wa; line, 179.11 ft. to a point; thence Northeasterly along the arc of a 25 ft. radius curve to the right, having a chord bearing and distance of N65'27'48"E, 35.35 ft. to a point on the Southerly right-of-way line of Chenal Valley Drive; thence Easterly along said Southerly right-of-way line, being the arc of a 746.20 ft. radius curve to the left, having a chord bearing and distance of N82.22'03"E, 697.38 ft. to a point; thence tv54057155"E, and continuing along said Southerly right-of-way line, 32.27 ft. to a point; thence S35621'40"E, 912.46 ft. to a point; thence S71°41114"E, 813.34 ft. to a point; thence S40°50'56"W, 390.0 ft. to a point; thence 565.11'04"W, 547.70 ft. to the point of beginning, containing 32.3234 Acres more or less. PIP. r of I I 13LC:?_-< I T1z�Cr5 , �, c D F3Lc�K 5, CHEMAL VALLEy T 'Mr-- LITT r�cATEp IN PAa2roF' fDe7c1 t 1 351 T 'Z-N 1 I2-14-N PUiASKI CAJNT�1 A�'K¢.N�.S- C-a�AF1-jIC SCAL.!✓ IN ��E-r 0 WHITE-OATERS & ASSOCIATES, INC. a CIVIL ENGINEERING, LAND PLANNING & OEVELOPMENT, SURVEYING 401 Victory Street - Little Rock, Arkansas 722G1 VI C/!V / T Y M,4P /Y. T s.