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HomeMy WebLinkAboutS-00285-M Map 5m� 'O N� Zi O ti NOl_. /( �, r=i ::• / < i 2�? G /s ra,c er? ly 10 v/5 co cy s / 3 / sue/ 49 Ns�• .33� // �� h / 1n Fin F/ E! i146 7 �d9 z.oy r�cr/y' s3a.o/e 1 h� j� (F) a �, (M_ 265.0) / �/ q R � g r05, 014 c7/) / (Ei B •3 / I • , �� ° R,• e '/'`N8!'1?(z '"E 105.15 ,`,o(d (Win.F1O26,9.0) 4 h -550. B7il Q S?'07 E Oj k `% �'_` NB7' /7? 7•�' 2 � (K) r C / 5 A QOL� •G l5� O /// i� 7C 0 L 9�. 12� 0 l L) -3Z8 /O R 23'/4 L° 392.2--4--� I �0;,6. �' -- 1 0) 9. 5 // / p Z - g 94 ' r- 73. cs • oil C) (174. 64 7. (/• 173, 474 704) / (M11).Fin FIE/ = Z65.0) , I I (174. 774, Oc"10) (l,173, 509. 9rf? Q 8 0 (M(Fin E/ = Z4.5. o) e 3 ne o 100 1 � %ro rot 011' e.0 y/(M/n Frn.FIE 40 , I p4 e,6 y0 all M117 f/n f/E/ •(� v / h 420 m r 101 a r3 •VP rRACF 'f' A9 M. Pa ii marker N5, 534 010 E/ = Z67 (1. / 73, 756. 00 B.M F,ig15 Mark(fr Nr 534 A79 EC = 175.00 (173, 643 7/ ) 0,172, 705 22) ,yr thin, IN / I I __� I -- / 2 6 22.G zL 5 �� /dy �rx � a� I -f'� _-- —�. • '� a 0 titin fii7 /`/ 6V • 266. 5 �, 109 /G 4 Min. fin F/E/ g N /.�,3 IIB.I 1s Q I �. L ,,3�G'aee gOq 9!P. 738, Ss Min fin ,%!/ • Y66 g 's i' a '~ y At I ll3 45/ h I T 430 0 lip /?% qh �•g5 B\ \9i \\�\ .a nyo oV /55 \ �� ag 106 \ g 4'11n .`in fl E,' 6e. 5 /� ' yl /� '• T yl�cn41 �\ 1M1 � r 13 �� �, C�j, s' \ .t3 •h � 1 •4 10/ga h �� a � ?�� oe . �. ti Ise .A' 341 n,'in fin l=/ E1 za9 s /?4 •9� Q /6 \ d r ^�- 0 y ti / ess� \ 1 � m? O � • � •� 6. \, d^. q4' / / �� _ �Q�%6 L_1 /oa ys• lI ,� G� ao G 3�d37pCN 90 ' •IT\ 'L � � \ ,�! � ' a- 94 7 14) Jr /0? // �\ .S' I ILG f/ •'91 � Ii 'E o ,NJ,'" ,7?'c�ly 95. 90"/ `Z'r�' • ' 001 — �.M 5,31 kc In 16 "Oak ;"^.: �r ! 1'Cc:- o,' !,1 i d/"vB aB �y �i j- c ae �V) Pdpch .5,'Vd. E1 Z6r 79 6�' RI N� RAL /VOTES. L EG END w w ;) /rr�n mains h/�'n'Sef 9/ 19/1 Lal C0r1­)Cr,5. 2) a,'/�sc�menfs 5/�ol-vim _===_A� rc� Bc lsedF� prvir�aycFinc'/orufi/ifie5 ��/ ��5'2r'cr3"�� = 5ta/e P c�nc 8earrng 3) 1o"5 W/4") R7Uodea CCOr17er5 9rC MCdSUr�>! ro 19R�/n/ of/nfe'rsecfion of (174, S 39. 9375) Lot Lrnes 91d/Vo/ fbinfs Or) A curVC. (I,173,•39G. 129), ' Star`e' /dno Caordrnafc 4) D/57'a0cc=5 Shown 19/0CC/1-VOO q,-C- C xd I I '� Now' ?rn.F/n.F' eL = 2G5.0. or ,4� urrcd 6y'Cry Did.. 5) Radii AJ` /n/e/sCcfi,an o{�/rc•�7` R/ghfs o �vay �1re zs. I� verrs Ittii>l�. �>esf /rl{o�rnaa�. ' 1 6) E, ror of C/osu� 6P%zo, ax) .ruc `ion Sf� // CQrro(y 1 vith r,5c F1c� Na�dre" 7) (4f) Sfd /� c'/one Coe/drind `C Po; n>` Pry{'en; ror) ordinsn4e', l p n C L V I G I N I THA,P SPATE PGANL COORDINATES DINT # NORTH LAST 174,533.93 174,174.09 174,847.06 1,173,174.70 174,892.61 1,173,'1).51 174,9j5.79 1,173,133. 1 115,010.91 1,173,/17.'1: 175,009.18 i,173,!li;.��• 1 175,206.54 11114,'03.1 175,000.79 1,174,076.it 175,016.37 1,174,7`,l.j 175 ,011.84 1 ,1 7•l , i l:'-.11 175,018.56 1,17-1, 9Z•='' 1 174,68b.36 1,174,114.;:. 1 1711,611.09 1,174,'00.i': 174,455.66, 1,114,11;.: 174,457.73 1,114,,11 9.8!, 174,325.38 1,1 74,,-37.`•' 2 174,334.05 1,17.1,-02.5 174,352.18 1,173,'-''I. 174,396.;0 174,433.64 1,113,753. 4 174,261.22 d 174,31,4.11 k 114 477.03 y 174,451�4.45 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER 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 CERTIFI' THAT WE HAVE LAID OFF, MONUMENTS REOUIRED 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 WVr T IS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS �} HAVE BEEN CONPL 1 ED MI TH. DATE DF EIECUTIOM (►R Avbi% F90tJOA4it DATE y- DATE OF EIECUTION JOE 0. wiITE D.IL PATE REGISTERED LAID SLaYETM Amss 1110. 534, UWAA6AS 89 - 6ZlG� IMSTIRI[MT Aq. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL 1, TIMOTHY E. DATEns. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUAN' TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME. ANO THAT THt RULES AND REGULATIONS, AND ALL OF THE ENGINEERING nEDUIRENE;4TS OF THE LITTLE CONDITIONS Of APPROVAL HAVING BEEN ROCK S0001VISION RULES AND REGULATIONS COI.PLEFED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY DF SAID RULES AND REGULArioms. DATE OF EXEDITION N1101"M+ E DATERS - REGISTERED PROFESSIONAL- ENG I IEUI A10. U" ARAAAW DATE OF EIECUT 10,1 LITRE RDU PLAN I K CDIN I SS I aI CERTIFICATE OF PECOROIK THIS DOCUMENT, NUMBER ,FILED FEWT RECORD__ I9 IN PLAT BOOK__ . PAGE MAZE ',,.,..,,�. I I..., STA E OF . AFiKAKSAS Ce N0.534 O' .0e �q L L Ah0 S, ESCR1PT10N Part of the NW1/4 Section 13 and Part of the NE1/4 Section 14, T-2-11, R-14-W, Pulaski County, Arkansas, more particularly described as: Beginning at an iron pin located at the Southeast corner of Tract 'S', The Ranch, Little Rock, Arkansas; said corner lying on the Northerly right-of-way line of Ranch Blvd.; thence Northerly along Lite Easterly line of said Tract 'S', the following bearings and distances: N23°42'24"E, 265.75 ft.; 1427°24127"14, 81.02 ft. and N06058'13", 45.15 ft. to an iron pin; thence N68°45'00"E, 279.5 ft. to an iron pin; thence N58012'00"E, 50.0 ft. to a point; thence S31°47'39"E, 2.00 ft. to an iron pin; thence 1449°34'21"E, 315.10 ft. to an iron pin; thence S15°58'00"E, 212.35 ft. to an iron pin; thence Easterly along the arc of a 550.87 ft. radius curve to the right, having a chord bearing and distance of N81°12'08"E, 125.15 ft. to a point; thence N87°52'07"E, 172.73 ft. to a point; thence Easterly along the arc of a 328.10 ft. radius curve to the left, having a chord bearing and distance of N86°11'50"E, 1940 ft. to a point; thence S05°29'49"E, 332.95 ft. to an iron pin; thence 554°52'30"W, 136.45 ft. to an iron pin; thence S09°05'47"W, 158.20 ft. to a point; thence Northwesterly along the arc of a 547.96 ft. radius curve to the left, having a chord bearing and distance of 1`181°30'49N , 11.75 ft. to an iron pin; thence 507°52'36"W, 134.20 ft. to an iron pin; thence N71°45'24"W, 36.10 ft. to an iron pin; thence N87°48'48"14, 271.30 ft. to an iron pin; thence 1174°18'41"14, 148.10 ft. to an iron pin; thence N46002'15"W, 52.25 ft. to an iron pin; thence 543°07'45"W, 214.70 ft. to a point; thence Northwesterly along the arc of a 343.31 ft. radius curve to the right, having a chord bearing and distance of N41032'06"W, 95.90 ft. to a point; thence N33°30'20"W, 143.90 ft. Loa point; thence Northwesterly along the arc of a 25 ft. radius curve to the left, having a .:- bearing and distance of N79039'36"W, 36.06 ft. to a point.bn t11 Southerly right-of-way line of Ranch Blvd.; thence N3G°05��4"W „ 60.0 ft. to the point of beginning, containing 13.4999 Acj? s .. or less. Cf Ills JW F_ J24 FL 1 I41- 124 THE KAHGH LITTLE LrIfA.TEE IN PAiZT c,�r Tt{E 1.1W�41sF�. 131 PAfZ7 O� 11 f Ic N ;q 1 'AEC_ 14 I T- 2 - 2-14 - w PL1 lA�5K.i c:1�u1l,_ T a rzo��r-j lc �:A E Ire ��Er SGA LE I lI = L2AT * 16 a I © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING. LAND PLANNING 6 DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201 s