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S-0128-KK Map 1
("/6B,130. 74) Pd C� /s rLTarKcT N, S C-070 - /B /, 146. 27) N 6° E 55 /5 �l) yi � 4i �"- I -$ •---90 ,�-_ � - ase-men9/ /---� 1 - 2 0� �— /9•3 4/ ti 3•Q- J I (� Q l / 9 ;° 38 � 3736 \' aQ ay h 35 Fll�`� 90 ly` 16 5 i3 (('ro 511 34 0qy > �� o B30' 379'11,P 9rJ.0' 84.3' 54 9✓`/' �� ay �. /jam 7 ^ N BO 9 / T9d°° a\ o } ass-� 9.3>, BEAP ,IEEE N c O,al.v hi S� " �� 9 ? A• ^ o 9 i� MH 4/ I I / � 7.3 0 u' S5°56 22" ?----'6 q Lr° II 43 0 44 45 ! l0 4G n o O `b xu ti T i e(,(4p630'D4) C- 18 2 rAa 7EI' /V c ,CV,36Tlw 33/39 00 IL 25� 1r;I 3AI J h 9 p lO `1 — - — , /7fO' q $°ram 36'E 290d� 8 `� o' / ` h/\ ;`7ir,.�0-3 r'?/. - - ,) SE C-�- Nw!- ,, SE S('C l9 T 2-N, R-/3-Al GENEP,4 L NOTE5 / /i-ol-) 011-)5 WC,-e Se/ /?/ fi// Lof Comers 19// Edsernr°nfs S.hov✓n -- = 9r� To Se Used For Jrd%Wage Flrx�! or Ut/// //CS 3. Cots Wifh /?oundee' Comers 19rc Measurcc/ io q Point of ;r�fersecfion n{Lo/ Lines Pnd Not Points On )) cure. 4 Disfdr�cs S,ho�vn A/ony CUrV�S P,rc Chords. 5 radii Af /r°. �rsecfiorzs ?f Slrccf RlgIV5 ofW ,9rC 25 6. Error of CIOSUre //7, 379.0' �. (S B6',?2'39'El S.'`� {� P;'•gin, 4 (�ea��r7gs) 7-Ivis PROJECT clN/ TY MAP N T5 �% g T oe /d94' rat m 64 65 ° S 75 _ / tN w, 364 36 '11ATE PLANE I:(.lOk i�i1TL`. ',151,77b.11 B5. o SO°(''36"E CK-4 LI/ 3-3;' .•39 CERTIFICATE OF OWNER CERTIFICATE OF SURVEYING ACCURACY 1, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF. PLAT. AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS ysle HAVE BEEN COMPLIED WITH. I _ G a �� d14J 2_ /, v DATE OF EXECUTION DATE OF EXECUTION JOE 0. WHITE O.R. PAGE REGISTERED LAND SURVEYDR ABORM NO. 534, ARKANSAS '9.-57792�80-05737 INSTRUMENT NO CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DA TERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME. 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 kL EXECUTED UNDER THE AUTHORITY OF SAID RULES ANO REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS Z 21 c� Z `-� REGISTERED PROFESSIONAL ENGINEER 140. 5033. ARKANSAS DAT OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,FILED FOR RECORD— . 19 IN PLAT BOOK_. PAGE — . h � I ti O xn�l 8� S m h NAME `,,,\,,. n. r 11, GtiSTER , ° STATE OF ••• 534 , ,O4 D. W% °.. Legal Dc'scr7pbon tracts 303, 318, & 324 and ;Iart of Tracts 316, 317, 319, 320, 3'1, 323, 325, ?35, 336, 337, & 331c, Woodlawn Farm Acre Tract„ Little hock., Pulaski Count„ Arkansas, more particularl, described as: Larting at the Southeast corner of Tract 340, said Woodlawn Fa rn Acre Tracts, said corner also being the .outheast corner of the NYIl/4, SE1/4, Section 19, T-2-N, R-13-W; '-hence- N89`06`3P`., al-dhif' the .South I Ines of Tracts 34(I, 339, -1, 338, said Woodlawn Farm .ore Tracts, 331.22 ft, to a Point on the South line of said Tract 338 and the point of beginniru; thence N89°06'38"W along the South lines of sat:; Tracts 33' & 33/, sail Woodlawn Farm Acre Tracts, 115.92 ft. to a point on the Northerly right-of-way line of Hinson Road; thence Northwesterly along said Northerly right-of-way line, being the arc of a 1197.26 ft. radius curve to the left, having a chord bearing and distance of N58-14.41"W, 268.75 ft. to a point; thence N25`37'04"E, 178.00 ft. to a point; thence N00'04'36"W, 208.47 ft. to a point; thence N06-14'38"E, 193.55 ft. to a point; thence N21°201081-E, 164°04 ft. to a point; thence Southeasterly along the arc of a 311.48 Ft. radius curve to the right, having a chord bearing and distance of S75013'35"E, 36.83 ft. to a point; thence N18°09'48"E, 152.17 ft. to a point on the North line of Tract 317, said WOOdlawr Farm Acre Tracts; thence 589°36112"E along said North line, 37.05 ft. to the ;southwest corner of Tract 30,3, Salo' Woodlawn Farm Acre Tracts; thence N00`04'36"W along the West line of said Tract -,03, 33i.39 ft. to the Northwest corner thereof; thence 589°36'12"E along the North line of said Tract 303. 132."4 ft. to the Northeast corner thereof; thence S00°04'36°E along the Easterly said Tract 303, 331.39 ft. to the Northwest corner of Tract 319, sdia Woodlawn Farm Acre Tracts; thence S89°36'12"E along the North lines of Tracts 319 & 32G1O said Woodlawn Farm Acre Tracts, %66.00 ft. to the Northeast corner 6f ,an.., of Tracts t a Po In r as ,,° enue ��,l 10 56 W �54 i5 ft. to ;;01 rt, tnencr ft. to a Point, thence SrI. SC[I°U4'36"E, '90.86 ft. t. _ Le the point cf becinnin,; ocr t f /icr r=;ore ur`L. PL,�.T of Lc;� I - rot 34-4C,1 I 'r.,-i LONGLEA = AN a c>r�11 lora To THE -- A, r F-F'L &,T o� P� �r o� wG2�L Aw N FG Fzr-1 aGrzt✓ TFZA.cI.Ts. carzv,�F-i lc �aL� w F��T . I © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201