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HomeMy WebLinkAboutS-0285-G Map 3hb" 611) �Ipp6 �0, r 1V 67 S5 '3/"E) N 66 '/6 47 E Q 6p 0 YY (! /7 ,.9.557 f A5.M Pdgis Marko/-? 534-'�04i E/eu = 075. 00 0� 1 Cr* A, r1V2/C 27 (�� \ /V 5�'dJ 98 EE) 3/3 CR5 4 h 8 gx' ,e/o'g. Line, ufi/ify � , Oro'inage Edscmen/ 'Z \\Z � m \ w_ �\ I 91P � I I 1 �)� I fB�Ufi/iiy�Or�in. T l�'4 CT '5 �174, 5 5/1, 6 I I Er7scrnc•r�f Z65. G� 45 P�Cf .ay C:/yo/�/ I 25.8/d .Line I ' I II I Il I I I II � I ��� L/ne of /oO Year F/ocz�P/o�/n �E/eV = Z640) bI I I I �M I II LOT 1, TR4CT Gg9e� / n �r1 R A ,vi� FO15. (Lcgc7 Descry / S,cR ji . m� f Pag✓s Marker �. IV < 73, 5d.33 7/GQVEk 4L NOTES fa0cmcn15 Shown=--== 9rc 70 G�.- UsCU Foy Drdinc%7e )7rx//Or Ufi/ifies Un/es5 0112eI-Wi,5c NoICrll 2 q; / 075fd7xes 5ixOwn y/r� Ccurvc'9 Arc d-'Of L:�5 3 /Eon o//v ,9/c 5(f -9f f1// Lo/ Ccx'ncrs. U/-)/css v/herwise IV07 � 4 error o{C/oaurc o.OfIlo, azV' 5/7Z, 905, 'L2) _ - /ancCcordina �> 6 !S 37'43 55rNw) _ ( S/a/r -' /rr Ka-3r -100d E Ot- 0�4. 0 19 rdken /-rom Carte ar" �y/peers RCV15e-ty Pu/cs5ki Co. prkensas R✓uer Sfudy . A> AeV) 0tII h ru tr > kl �V^�1 �c��. Q D1,le2 31 44T.46 R' jy9.11 o42' i� 47 yV) (6 44 Pagis MartC/- N° 534-C/O EICV = zG7 90 I / 5 i g- / � G _ � Q3° 210� �— 1) 444 2 / 5 / e0� (5d,4740 ) C1�1 ,5 P7'24 27 "E (�5 25 °45 43'E") 6/ 00' - - <i74, 774. cam) (/, /73, 507 9/63) V/C/N l T Y MAP N.T.S. CERTIFICATE OF SURVEYING ACCURACY 1, JOE D WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. .--17_s/ - DATE OF EXECUTION JOE 0. WHITE REGISTERED LAND SURVEYDR NO. 534, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 1, 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. C DATE OF EXECUTION TINOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF OWNER ME, THE UNDERSIGNED, OWNERS OF THE REAL ES TA TE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT ME HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT. AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. 0#7rii J 7' 57/ tea[ DATE OF EXECUTION D. R PAGE �`7 ADDRESS / INSTRUMENT NO. e f ` G Y,Z CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DAT OF EXECUTIDN LITTLE ROCK PLANNING CDNNISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,FILED FOR RECORD_ 19 IN PLAT BOOK_ . PAGE _ . NAME .•' STA F •• ArLS ' NO. S • AIUIE J L(I II ' Leya/ Desc/-ip75on Pert of the N1/2, SE1/4, and the S1/2, NE1/4, Section 14, Pulaski County, Arkansas, more Particularly described a,,: Bei-inning at a 112" iron pin set at the most Northeasterly corner of Lot 1, Tract 'F', The Ranch, an Addition in the City of Little Rock, Pulaski County, Arkansas; thence 1431'26'56"W, 757.09 ft. ,o a 1/2" set iron pin; thence N46047'17'W, 351.Sl ft. to a 1;? set iron pin; thence N74043'25"E, 93.53 ft. to a 112" set iron pin; thence N47-58'41"E, 122.49 ft. to a 1/2" set iron oir; thence N6E°Ir'47"E, 216.27 fit. to a 1/2" set iron pin; thence W59�2J'So 313.85 ft. to a, 1/2" set iron pin; thence N179011'44 133.36 ft.; thence N56011'20"E, 131.19 ft, to a 1/2" set ,ron pin; thence Ss2°57'29"E, 171.29 ft. to a 1;2" set iron pin; thence N81°23'44"E, 111.44 ft. to a 112" set iron pin; thence 506°58'13"E, 328.10 ft. to a 1/2" set iron pin; then;• S21-24'27"E, 81.02 ft. to a 1/2" set iron pin; tr,e S23042'24"W, 265.75 ft. to a 1/2" nce set iron pin; thence S36°05'04"E, 60.0 ft. to a set 1/1"' irLIn pin on the East ri�yht- cf-way line of Ranch Blvd.; thence Suuthwesterly along said East riyht-of-way line, being the arr or a 447,4E ft. radius curve to the left Having a chord bearing and distance of S42°30'03"W, 177.11 ft. tL, a 1/2" set iron pin; thence S31005'11"W an continuing along said East right-of-way line, 649.18 ft. Lc a 1/2" set iron pin; thence N5(!054'49"I4, 80.00 ft, to the point of beginning, containing 911,685 square feet or 20.9294 Acres rIore or less. CA PLAT ar r;c-:'AC-:'AC5 AND THe A cf 24NcH 1�t)L_Vu:). THE RANCH L I TT L, F- L�TEo ltJ PST of s � ICI 14 I z I.1 -14 - w FtJ IASIC l cr-�r lTy I P 21�1�1S�s cicw) O PATF- i5 - I& - -I I �� 111= EOr © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201