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HomeMy WebLinkAboutS-0285-OO Map 1VICINITY MAP SCALEV = 2000' F ,sz17 1 ss'31' 1p^ I -/ry �r ! / rn / � ryd r !1/ 23.6• 156.93' Z to l r Z® 15730'45 p 18 O1c71 cT ,g22305 \ o\ 50 0 Scale 1" All = 50 ft c, ©; 1 / / / V63•c' // � / 14� 9'f / �� / 84 I I 82 81 3' 928'00' ©/V, /�� I I �C,ISTERp 150 `•'�4L LA�...••' lowcz) ON tLA �S• 3 / 9's, / // / \\ PAGIS 2073-0094 \\\ ��8g0j'ps^ �yF `� / 35 // AGIS 2073-0093 \ 16 \ �s4 3�/ � 4 /// CRHORD884 6 / / \\ 79 \\ 78 \ 77 .7/q,` -(/q; qh2� // // \\ THE RANCH 8 \\ ao,� /' \\ BOOK E, PAGE 195 �- 86 76 \ 4'"2 1 S06°55'09'E I CHORD 165,07' \X 92 �ogk9'55111 R = 123.79' 87 // / ,�� \\ THE RANCH 8 �t5. BOOK E, PAGE 195 9 3 \ 104.21'15^�\ �O75 94 O61 ` �fC: " / 19 \ \\ /\/A`' /�\ >911 1r \S64.12'05'E CHORD 101.82' / y' \ / • // �r,� R = 193,52'70, �Q61 \ A9bd 8• co Cb /� 20 "g1bP 57j - by � �O9 STATE PLANE CO❑RDINATES POINT NO. NORTHING EASTING 1 N 174138.61 E 1173612.73 2 N 174072.73 E 1173744.68 3D 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 N 173643.53 E 1173758.07 1 8 N 173599.21 E 1173849.74 9 N 173594.33 E 1173862.24 0 N 173476.50 E 1173758.99 1 N 173744.74 E 1173453.42 N 173767.30 E 1173445.06 N 173926.51 E 1173485.98 A N a 0 • CURVE LENGTH DELTA 1 { S68°39'40'E CHORD 13.41' R = 36.50' / 16�y�od 1�ti „dO4 , RADIUS TANGENT DIRECTION CHORD 1 144.2�ft 38'59' ?8.79f t 88.41ft 131.76ft Cc 8512ft 183* 11.5502' 409.26ft 42.72ft IN06*57'18'W N28.48'11'E 84.97Ft C3 117.46ft 39.56'06' 168.52ft I61,23ft S68 44'24'E 115.09ft LEGAL DESCRIPTION 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 REGULATIONS HAVE BEEN COMPLIED WIT DATE OF EXECUTI❑N PAUL M, WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY OpsSI A T E g7% - I, TIM❑THY E. DATERS, HEREBY CERTIFY rl Alt AY A8 N THAT THIS PLAT CORRECTLY REPRESENTS A *ti,_]*- PLAN MADE BY ME, AND THAT THE REGISTERED ENGINEERING REQUIREMENTS OF THE LITTLE PROFESSIONAL ROCK SUBDIVISION RULES AND REGULATI❑NS (ENGINEER �! HAVE BEEN COMPLIED WITH, 0 No.5033 DATE OF EXECUTION TIMOTHY E, DATERS REGISTERED PR❑FESSIONAL ENGINEER NO. 5033, ARKANSAS 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: BEGINNING AT THE SOUTHWEST CORNER OF LOT 14, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE 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, BEING THE ARC OF A 384.26 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S28'48'11"W, 79.78 FT.; THENCE S34'52'127W 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 CHORD BEARING AND DISTANCE OF S06'55'09"E, 165.07 FT.; THENCE S48'46'48"E CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 131.99 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID WEST RIGHT 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 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 S41'13'29"W, 156.67 FT.; THENCE N48743'20"W, 406.61 FT.; THENCE N11'06'25"W, 43.36 FT.; THENCE N16722'50"E, 145.10 FT.; THENCE N30'51'40"E, 247.09 FT. TO THE POINT OF BEGINNING, CONTAINING 105,286 SQUARE FEET OR 2.4170 ACRES MORE OR LESS. CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HERE-N, D❑ HEREBY CERTIFY THAT WE HAVE LAI'' OFF, PLATTED, AND SUBDIVIDED, AND D❑ H-REBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS P-AT. (0/6/01 F _ /, Aes_ DATE OF EXECUTION RANCH PR❑PERTIES, INC. 900 S. SHACKLEFCRD, SUITE 300 LITTLE ROCK, ARI' ANSAS 72211 INSTRUMENT NO. 93-23375 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL C- THE C❑NDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HERE:?Y ACCEPTED. THIS CERTIFICATE IS HER=BY EXECUTED UNDER THE AUTH❑RITY OF SAID RULES AND REGULATIONS, DATE OF EXECUTION LITTLE ROCK PLANNING C❑MMISSION CERTIFICATES OF REC❑RDING THIS DOCUMENT, NUMBER " �FILIED FOR ' RECORD : i� j, IN PLAT B❑❑K PAGE _ ,.. _ ._ G' j U� 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 C❑ORDINATES-NDRTH 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 1` V. 3, 1993) PLAT OF LETS 15F21 An Acldit�on to the Cii y of Little Rock, Arkans s LOCATED IN PART OF SECTI❑NS 13 & 14 T-2-N, R-14-W PULASKI COUNTY, ARKANS S JUNE, 2001 © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARj ANSAS 72223 FINAL PLAT Si ned BY: B zr,.-r DATE: 2 lil