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HomeMy WebLinkAboutS-0285-OO Map 350 0 Scale 1" 50 = 50 ft VICINITY MAP / / SCALE:1' = 2000' / C� (D 14 84 1 1 cb �9, ; 3 V / I 8 3 i ! 82 I 81 Oz / 93'28'0(" �A f,/ 91'58'55" 2 / <v / 0 01 gg0p 30 © /� eS'nt / s�� 165'31 • i p, i 17 � a ! _ 1 CD �y ! •ail . 1 156,93' tp to / 2 � 1 I ® 15T30'45' ow 18 I� q22� o� �GISTER,,p� 150ac- tV . '1'AL LA�S� .• 86 76 \ \ S06.55'09'E \ `� // \ , �'� \ 92 CHORD 165.07' x� z 79' 87 R 123,�'\\ THE RANCH 8 = .// \ � `\ BOOK E. PAGE 195 93 \ © ti�� // 75 // // \ \ 11 94 \ , \ A8 • 49. � j/ \ 9 5 9U0 \ 'C 4�C� >„fy9� \ // // ^�' /���9I�9 \S64'12'05'E CHORD 101,82' / y' R = 19 315 2' 10'e f---- y>// hey 2O 2161 S 10'// ru r') //S' 3 --------- -c PAGIS 2073-0094 \ 1j8g0jo • `2 / / 85 /' AGIS 2073-0093 \\ \ S y C d / S28.48'11'W / \ 79 \\ 4 // CHORD 4 26 R8/\\ 78 \\ \ 77 ^y/�/wrO,� q� // ��� // `\ THE RANCH 8 \\ ,- `�;'/ o0) / ' \\ BOOK E, PAGE 195 \ Igs.3740-, Ilo 104.12,z I 103 a9 9� J 1s• \\P \Vo 104'21'15\\\ lay ooh 44 .�0 STATE PLANE C❑❑RDINATES POINT NO. NORTHING EASTING i N 174138.61 E 1173612.73 N 174072.73 E 1173744.68 3 N 174042.39 E 1173731.77 4 N 173972.48 E 1173693.33 5 N 173894.38 E 1173638.90 6 N 173730.51 E 1173658.79 7 N 173643.53 E 1173758.07 8 N 173599.21 E 1173849,74 9 N 173594.33 E 1173862.24 N 173476.50 E 1173758.99 .1 N 173744.74 E 1173453.42 N 173787.30 E 1173445.06 N 173926.51 E 1173485.98 h� 21 o .y 0)� by �2 �tK (01 ti ro ry7� S68.39'40'E CHORD 13.41' R = 36.50' CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD "1 144.23ft 83'38'59' t 88.41ft 76f t 85.12ft 11'55'02' 198.79f 409.26Ft 42.72ft IN06-57'18'W N28'48'11'E 1131, 84.97ft �C3 117.46ft 39'56'06' 168.52ft 61.23ft S68'44'24'E 115.'9ft CERTIFICATE OF SURVEYING ACCURACY I, PAUL M 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 REGULATI❑NS HAVE BEEN C❑MPLIED WIT y� �; It ,O/ D/ X/G DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO, 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY O�sSS A� v71- I, TIMOTHY E. DATERS, HEREBY CERTIFY AR A. AS '4 THAT THIS PLAT CORRECTLY REPRESENTS A * , * PLAN MADE BY ME, AND THAT THE ItEBISTEREH �� ENGINEERING REQUIREMENTS OF THE LITTLE PROFESSIONAL � ROCK SUBDIVISION RULES AND REGULATI❑NS ENGINEER HAVE BEEN COMPLIED WITH. N0.5033 �-ih'y Vt' Poo DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF TEE REAL ESTATE, SHOWN AND DESCRIBED HERE N, D❑ HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND D❑ P-REBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS FLAT. _ . ztjzwr Am DATE OF EXECUTI❑N RANCH PROPERTIES, INC. 900 S. SHACKLEFCRD, SUITE 300 LITTLE ROCK, ARKANSAS 72211 INSTRUMENT NO, 93-23375 CERTIFICATE OF FINAL APPR❑`,/AL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATI❑NS, AND ALL GF THE CONDITI❑NS OF APPROVAL HAVING P-EN COMPLETED, THIS DOCUMENT IS HERESY ACCEPTED. THIS CERTIFICATE IS HER=BY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. 6Z241 DATE OF EXECUTION LITTLE ROCK PLANNING C❑MMISSION CERTIFICATE OF REC❑RDING THIS DOCUMENT, NUMBER-�ILED31y3 FOR RECORD'�O ,-1 j, IN PLAT BOOK C% . PAGE UD i i GENERAL NOTES: 1. 1/2' IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN---- ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4, DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE; EXCEEDS 1: 50,000 6. BEARINGS BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE. NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (FIRM COMMUNITY PANEL / 050181 0002 E. DATED NOV. 3, 1993) LEGAL DESCRIPTION PLAT ❑ P LOTS 15 21 A TRACT OF LAND LOCATED IN THE W1/2 OF SECTION 13 AND IN THE E1/2 OF SECTION 14, ALL IN T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:RANCH BEGINNING AT THE SOUTHWEST CORNER OF LOT 14, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE TH E S63'28'09"E ALONG THE SOUTH LINE OF SAID LOT 14, 147.49 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE S23'03'49"W ALONG THE WEST RIGHT-OF-WAY LINE OF COBBLESTONE WAY, 32.97 FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, An Addition to the City o f BEING THE ARC OF A 384.26 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S2848'1 1"W, 79.78 FT.; THENCE Little Rock, Arkansas S34'52'12"W CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 95.20 FT.; THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 123.79 FT. RADIUS CURVE TO THE LEFT, A LOCATED IN PART OF SECTIONS 13 & 14 CHORD BEARING AND DISTANCE OF S06'55'09"E, 165.07 FT.; THENCE S48'46'46'E CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, T-2-N, R-14-W 131.90 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID WEST RIGHT PULASKI COUNTY, ARKANSAS OF WAY LINE BEING THE ARC OF A 193.52 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S64'12'05"E, 101.82 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY JUNE, 2001 LINE, BEING THE ARC OF A 36.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S68'39'40"E, 13.41 FT.; THENCE �'��� PLA' S41'13'29"W, 156.67 FT.; THENCE N48743'20"W, 406.61 FT.; THENCE N11'06'25"W, 43.36 FT.; THENCE N1622'50"E, 145.10 orl FT.; THENCE N30'51'40"E, 247.09 FT. TO THE POINT OF BEGINNING, A Si n CONTAINING 105,286 SQUARE FEET OR 2.4170 ACRES MORE OR LESS. Q WHITE-DATERS & ASSOCIATES, INC. BY: -r� a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING DATE: / p 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 S- i fir_ Up y • • •