Loading...
HomeMy WebLinkAboutS-0285-K Map 9TRACT '0' m o N� 0 b M Paqq/s Mar/per N2 534-0/0 El = fro 90 07-a, 389 91) 173, 25G. 'C4) at (NJ B. M Po7g15 1✓1d rKer /v' 534 -GY79 El = 075. 00 N TC 0 (173, L343.71 ) (1,170, 905. Z'L) /,V4.1 ? / <tq 3?"ON�N �L�O /t/Otc /a,% u� P/ ate ; _ 2rt o /5 Taken Fr.,• ; ; 31y 10 168 5 RA Corp-: OFrc?"v16col /aRk/ a, 2I I _\ /I 7 / a (f� (Mrn Fin F/E/= 2650) j 18) 1 277 5 i� 67' 0 120'0 - Gat C� a OY (174, 647. 0560' 3 c) (1,173, 474. 704) / - � � <Mm. Fin FLE/= 103,30, oca5�. (174. 774, 0Bd6) rj 0' (1,173, 509. 90 j L 8 ���'so „� �) � � (MIn Fin.l�! EL= 2GS.o) m 1 e 0•c I� ly 30a ��G o .>a. 1 e C y °B'5' l0 J� ti� \ ,\ 06 to 10 , 34 M//7 Fin jig�ry (M/n.Fin.F/E/= Z6s.0.) �5 ,Z'0 .fah 9/•��' Is. t� �l d3 4 0 15 3 3 03 I1� /?G moo M/rl /=in P %�•fo' Mdn��rIVo 534 o/e ti0 E(' 2GZ Oy q (/,174, L-04. 79) OB "E 125. 550. B7 K N B7'/70. 73 ' (k) L= 39v. Z4' d' Z3'14'-:3005" 1� T= 73. G5 " L = /45. 2-6 -- /361c--- 10.1 ^-- I 6 4_1 1 B,. 2L 5 E3/d9. Llr/e O M n Pin F�3�. 26E.s M!r) 75 1601 s Cs; CN /5? I /OJ . 20 (l l 1 - 0 .(\\\� Q' 8Wig_ �QI c .Q nl / �� �� 2y °01 j 15. �y , %�� V / oB G �' 153 �. � V „V,/ i Min fir? F/ l = 266. 5 43 (� T e3'09 3O /?9 43 0 �� \ �C_ \ A�. 0 to lye �N) `() N .,� 30 ger(I y l4 \ °w 49 ` \� 10 C 1' C .3 M117 Fin �9y4 / ��\ \� �G 9B L t /o0 95' - l 0^ �- � � 9� a�_� �� °• . // j � �;�, r �Qi?�—moo:/o• m Q - t- hj s Id �� �0S4j 9c e L 2y n? 01 \(bv) d s 1704 �lQ .�1 _v � <� w o7. /Z5.76 L'7/ 3p zc oB (V) Rdnc,7 ,3/vd. El = 26/ 79 I R.> GENERAL NOTES. LEGEND °s �a`v /) /ron P//75 5ef Af A// Lot Co1-ncr-s. 2) A// Edsem. enfs shown =_ _ _=Are TC de Used For Orainaye 9rlo/ter uti/i7�ies 3) Lots W//h Rounded ro FJR�ir7t of /rJfersecfion of Lot L1nes Arx/ Alb/ Points can A Curpr 4) 015/antes Shown �9/orx� curves FI7:=' Cf.+�rds- 5) Phi i A/ /n/ersc c><io� Or s/rimer Pighis or'way Are zs. 6) Error of C/osure a. 62jzo, all 7) C/o) = state P/one Coerdind c Poin 1 (N = 5tatc Pane Bedrrng (174,533. i3Z5) (1,173, 394-. /Z9) - J`/c7/� P/a/7e CGL�7Z7/r7ofC /�lo1c iuIln.Fin.FLEl = Z650. or195 ReqquIred"3y C1fy prd.. ver!{/ wifh .0fe5//nforrnation. A/:' G`�ns�ruc:lion 5/�// Comp/y wrfh 7.ScF/ooyNe�ard STATE PLANE COORUINATES POINT N NORTH EAST A 174,533.93 1,173,396.13 P. 174,174.09 1,173,509.92 C 174,847.06 1,173,474.70 U 174,892.61 1,173,470.51 L 174,985.79 1,173,733.81 F 175,010.91 1,173,777.05 G 175,009.18 1,173,778.05 H 175,206.54 1,174,023.6n I 175,000.79 1,174,076."i 175,016.37 1,174,200.3" k 175,017.84 1,174,373.11 L 175,018.56 1,174,392.20 N 174,686.36 1,174,414.66 N 174,611.09 1,174,300.85 0 174,455.66 1,174,211.36 P , 174.457.73 1,174,259.$0 Q 174,325.38 1,174,237.59 R 174,334.05 1,174,20M5 S 174,352.18 1,173,931.86 T 174,396.30 1,173,790.4 U 174,433.64 1,173,753.9-s V 174,281.22 1,173,602.71 W 174,354.81 1,173,541.F1 X 174,477.03 1,173,465.'c` Y 174,484.45 1,173,430.06 1/IGI N 1T� HA,P N.t.s. 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 NE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND ;;UBDIVIDED, 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 WjrT�r IS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH �� DATE Of EXECUTION rA A✓ ♦ s/lAh DATE OF EYEMTOP ,IDE D. tlH1TE D.R rein A1615YEAED LAND SURVEYOR ADDRESS NO. 534, ARKANSAs &9 - Gzl" I NS TAUMFAIT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I. TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUAN' TO THE LITTLE POCK SUBDIVISION PLAN 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 CO*PLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. r-- ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TtMOTMY L DATLAS RE61STIAED PROFESSIONAL ENGINEER NO. SIM, A kNSAS DA OF EKECUTIDJ LITTLE ROCK FLAMING COMMISSION CERTIFICATE OF RECORDING TH I S DOCUMENT, NUMBER , F I L ED F(In ,RECORD_ f9 IN PLAT BOOK__. PAGE _ . M►IE TFR� _ STATE OF ° ° ARKANLSAS N0.534 p ' ATUIL SJg r ': DE5CRIPT-10N 0*40,0 • 4 Rut;0 At i J^No,5033 Zit Part of the N141/4 Section 13 and Part of the SE1/4 Section 14, T-2-I4, 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 sold Tract 'S', the following bearings and distances: N23'42'24"E, 265.75 ft.; N27024'27"W, 81.02 ft. and N06058'13", 45.15 ft. to an iron pin; thence N68045'00"E, 279.5 ft. to an iron pin; thence N58°12'00"E, 50.0 ft. to a point; thence S31'47'39"E, 2.00 ft. to an iron pin; thence 1,149°34'21"E, 315.10 ft. to an iron pin; thence S15058'00"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 N87052'07"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 N86011'50"E, 19.0 ft" to a point; thence 505-29'49"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 N81°30'49"W, 11.75 ft. to an iron pin; thence S07'52'36"14, 134.20 ft• to an iron pin; thence N77045'24"W, 36.10 ft. to an iron pin; thence N87°48'48"W, 271.30 ft. to an iron pin; thence N74018'4111W, 148.10 ft. to an iron pin; thence N46°02'15"14, 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 N33'30'20"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"14, 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. Low 151- Ix4. THE I�•HG H LITTLE WCC-K_ LC)CA,TEt:�) IN PAFzr cf THE KJ W I-- E 131 + PA-f-:-­T <--::)r TF� �v4 SEC . 1 4 1 T- 2 - N IZ- 14 - W Pu 1A54 t RP.fi'rj I� � E IN �EEr © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING 401 Victory Street Little Rock, Arkansas 72201