Loading...
HomeMy WebLinkAboutS-0285-K Map 10f rl�acT 's' P�q rs Marl�er N E,.5m O/O E! = ZG 7 90 r M. 3E19. 9/) (/,/73, 25 . 24) m� `o N� �o7,lG,¢. BM P .a i5 Marker No 534 G09P E/ = Z75.00 d 79843.7/) v�^ °�7✓ (417e, 905 Z2) 43 5'E q JD 10 N'/ II N !�` � vn� \ 7 G / /'dgi5 Mdrkc�/v 534 O!8 E! = 26Z 09 2 RP oq (f) �/ y Min min F,!E/ = 2650,) // ('175, 0/ h 4 O/J p �E) (G) s °� 00,9 73J ` po / �• e CM/nFinF/) 120E N8iJ 75707°E 0 55 B7R / /72 79" id 5 OP 0 PGA 1 PO >j �8 45 E l5 //� //g'' ^� Q °a B.� 9,•oa 120' 3Z87oR Z011 toy 7-, 73 6s 1 / err, 73^-- h O 4;° I I' "-1�3� (Zp tih 2L g "B/dg Zine (174,647.054�;0' / I I 0 a (1, 173, 474. 704) / o" / (M/n. Fin FL E/ = Z65.0) ,/s 00 CaSemenf y , ��ao) o�, - .30' i I' 43 a\ 2G6..5 Cv (1, 173, 509. 9/9> \ / Z $ tlnt /33 IIy �s 2a• 1 Z5 z5' ^ Ie2'IR' I O I �B) (Mtn Fin FL EL= ZGS0 .o� a 3 f I� 51 �ld�GVZA 11'�so, �e g�ayC i� p / jo . h \ 06 101,t 99° /3B 55 ' ��y p� /�� / 01� G�• 34 Min T/r, FlE/ ° Z6G s ?S •./ °� y _. _ / AS I u3 p rl U - �\ 17 ry16 e `�"`\ ! m/ 113Ke� R ���ef' '" \ \ \�� O� rly \� \ �h, 'moo. � • � OI 2 - FL E/2e5/lq4 r5age 9i•ac' \ \\ 3 04 �\ ��( qv- 0' Q = . �) B�. ly I� 3y 3� i�3 !?G3 `b" 4p8g tiL3y0�g1� V1121-inf/E/= 2c�s `rr�s'„�' �/ �� \ /� �➢ h \G , �'b •� (`, / y ('1 �3' Win,\ 4y � - os � 79•2,0' � \� '� �• \ \\ I � 0 41. \/ w 0 SS B \ z s� 8 01 l �0 \\ 6 99°55 \�\�9 "� 016 � 0\ le' .C�' ( 3.1 `> l5\ ?= aa•az' SQ u' - i�. % . \ � ^'C � \ ti� �i \ \ M/r7 f/!J f,/ E I ?6S 5 \ O s` y\ 411,- _-AI�B.ro o \\ u ti° �`, �9� �'�' 63°09'3° \ /?9 / �h tiyehSO •B•/ "hI \� �lv 5 5 O�qA k e�� (i) h �5 5\ \\ •�U 44 \�o �� S 84 23 'v °� / / / Yl /0/ \\ \\ W \>3 r0 ' �� �? �3 �6 \0 tV9 44 �0 D •ryI 2�9 41 I.. •� M/n fin. T! EL = 2G9 s z 1 m yh \6 \\ pat 9a• / / \ - s'c27 9� �� 95' I\ 33 I� 93\ ?/ �09 I`Xx 0 9`'P !' �J3.M= 2.R 57fkc !n !B'Oal< cr.:11 G of /,J ?7/ 30" 16.48 \`j h iV) Ranch .5/VC/ E(= ZG/ 79 3�,• GE/VER,4 L /VOTES. P/n5 5 e1 F9f 9// Lot GOT, 7er5. 2) A//F.dsemen;`s ,Shown --- Arc Tu eP-- �r OTalnaye 91x�/urufi/ides (N 25°2/'G29"E� =State P/anc Bear/ng .3) Gory W//h Rounded corners /9re Messulzl'% HPoint of /nfL°rsecfion of ; 174,533. 9325J Lo/ L1nes /9rx;'MOI` Fbints On P Curve. (7,173, 396. r29J ' Sta/c P/ane Ca�rdina `e 4) O/sfances Shown /9101-g Cvr-ve5 Arm C/xxds- //ofc M,n.Fin.F1 EL = ZG50. or175 Reqqurrcd �y C/tg OTd.. 5) ,Pad/ Af /17o{ 5/1�s7z Righ7s Or"tvay 11rc 25. Yer/{ with `iis te5f (nfoTr77dfToT). 6) Error D{C/osu�' a 62%2oa27 F91/ �ons Tuci�oT� Sfx�// �o�7�/y W;fh 7) (M) = 5/0/a- Plane Coc, dindfe Porn7/. Pr�'1�nfn�T> nTdin�nce. STATE PLAN' COORDINATES POINT 0 NORTH EAS` A 114,533.93 1,173,396.13 B 174,774.09 1,173,509.92 C 174,847.06 r 1,173,474.►O D 174,892.01 1,173,47OX E 174,985.79 1,173,733.61 F 175,010.91 1,173,777.05 G 175,009.16 1,173,778.05 H 175,206.54 1,174,023.68 1 175,000.79 1,174,076.?.1 J 175,016.37 1,174,200.08 K 175,017.84 1,174,373.11 L 175,018.56 1;174,392.Y9 M 174,686.36 1,174,414.66 N 174,611.09 1,174,300.85 -1.174,27146 0 174,455.66 P 174,457.73 1,174,259.60 Q 174,125.38 1,174,237.59 R 174,334.05 1,174,202.55 S 174,352.18 1,173,931.86 T 174,396.30 1,173,790.A8 U 174.433.64 1,173,753.93 V 174,281.22 1,173,602.71 W 174,354.31 1,173,541421 A 174,477.03 1,173,465.25 i 174,454.45 1,173,430.06 M V IGI tJ I T� HA,F r.r.s. CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER 1. JOE O WHITE, HEREBY CERTIFY THAT THIS ME, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE. SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED SY ME, ALL HEREBY CERTIFV THAT ME 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 ACCOROANCE W)VTtj T IS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED M I TH. I s _zl — DATE Of EXECUTION �►At A✓ • /�ii !. � Tam-• DATE Of EXECUTION ,10E D. NN I TE D. R PMiE REGISTERED LAND AIRYEYOR AMSS No. 534, AWAWSAS 89 - 6Z/GG INSTRUEIIT No. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I. TIMOTHY E. DATEnS. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUAN' TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT Tflt RULES AND REGULATIONS, AND ALL OF THE ENGINEERING nEQUIREMEHTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEFN ROCK SUBDIVISION RULES AND REGULATIONS COwPL£TED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH, ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID ---ddd RULES AND RE6LALATIONS. DATE of EXECUTION TINOTNY L DATER6 REGISTERED PROFESSIONAL EKIIEER ND. 5033, ARXAIW DATE OF EXECUTIW LITTLE MIX PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER , FILED Filn RECORD_ , IS IN PLAT BOOK__ . PAGE _ . NAME STATE OF •°/ N0. 53 C) ' O > • `J�pJ�F o wN�' • � ` � � �*' M � AL 50313 E pP,� ESCRJIPil0/ ' Part of the NW1/4 Section 13 and Part of the SE1/4 Section 14, T-2-N, 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 the Easterly line of said Tract 'S', the following bearings and distances: N23-42'24"E, 265.75 ft.; N27024'27"W, 81.02 ft. and N06°58'13", 45.15 ft. to an iron pin; thence N68'45'00"E, 279.5 ft. to an iron pin; thence N58°12'00"E, 50.0 ft. Lo a point; thence S31°47'39"E, 2.00 ft. to an iron pin; thence N49°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 N81012'08"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, 19.20 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 P181-30'49"W, 11.75 ft. to an iron pin; thence S07°52'36"W, 134.20 ft. to an iron pin; thence N77°45'24"W, 36.10 ft. to an iron pin; thence N87°48'48"W, 271.30 ft. to an iron pin; thence N74018'41"14, 148.10 ft. to an iron pin; thence N46°02'15"W, 52.25 ft. to an iron pin; thence S43'07'45"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 N33030'20"W, 143.90 ft. to a point; thence Northwesterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of N79039'36"W, 36.06 ft. to a point on the Southerly right-of-way line of Ranch Blvd.; thence N36°05'04"W, 60.0 ft. to the point of beginning, containing 13.4999 Acres more or less. PLfaT of Lor�-, I51- 11�4. THE KAHCH LITTLE fz�K, AfzN2i�5 LGCATEn IN PART cf THE Nw%41�Ec. 13, PAo.fzT-or THE %q AEG . 14 T-'Z N , rz-14 W Pu LASK-I c�ur�tT� �zl 1 s I ._a FzP,,rri iL- E iN SCALE : I it = x�' �TF : 16 © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING 6 DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201