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HomeMy WebLinkAboutS-0249 Map 14S� � `hcroh KANIS RD. ah � THIS PLAT ST- MICHAELS 0 CHENAL PARKWAY o VICINITY MAP (NTS) 15 R945.00' CDN13'28'54'E LC207.03' 9,65' / J N 154690.77 E 1179335.50 N 50 0 50 150 Scale 1" = 50 ft N 154950.78 E 1179391.17 Lu (50, W470 nt Cry 7 1N11 %Ck \ N 154892.09 \ \ 0oy0y0 fs� E 1179383.76 - \ I,\ 7JUO22 f \ N82'45•.jd1Y '\ ! _ S -7 -______-- 247.60• /34 / / m 75 � ,3Cd IoS 'p h. A R945.00' CDN1718'O6'E / LC168.30' 0-13, svr / S>O 1349 E ^3/ _ 4 \ 20 ? 1 RS45.00' \ CDN18'35'25'E \ LC38.92' \ LOT 5 CHENAL COMMERCIAL PARK PLAT BK. E, PG. 425 N 154770.81 E 1179914.04 S82'09'53"E 8s.00' -- n LOT 1 2 /LOT 2 285,211 54. FT./ 6.5475 ACRES 46,440 SQ. FT./ 1.0661 ACRES 3 l' ^ ` �O d 0) h� N 154476.52 E 1179258.49 / R40.00' CDN23'45'03"W �LC55.10'\ - o N 154426.08 E 1179280.68 7 /3 7323s c \ _ 117741V _ 1AV6�16'i ti � ^ > Fas�,F I 4508 \oI,� N/7'S I eio E 11795119.38 4'¢z»W I N 154306.90 L� 61. 81, E 1179578.13 9Rf`SJ \ `41 13Q 3 J w \ \ N 154265.39 N75•32'58-W E 1179701.65 N 154238.79 94, 59' E 1179815.35 LEGAL DESCRIPTION N 154241.79 -- PART OF THE NW 1 /4 OF SECTION 6, T-1-N, R-13-W, IN THE CITY OF LITTLE E 1179793.25 ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: �� R904.9 BEGINNING AT THE SOUTHWEST CORNER OF LOT 5, CHENAL COMMERCIAL PARK CDN82'16'48"W (RECORDED IN PLAT BOOK E, PAGE 425); THENCE S8Z09'53"E ALONG THE SOUTHERLY LC22.30' LINE OF SAID LOT 5, 89.00 FT.; THENCE 51946'11"W, 552.44 FT. TO A POINT - LYING ON THE NORTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY; HENCE ALONG SAID NORTH RIGHT-OF-WAY THE FOLLOWING: (1) WESTERLY ALONG THE ARC OF A 904.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N8716'48"W, 22.30 FT.; (2) N75'32'58"W, 94.59 FT.; (3) N71.25'25"W, 130.31 FT.; (4) N71'54'42"W, 61.81 FT.; (5) N67*16'17"W, 258.79 FT. AND (6) NORTHWESTERLY ALONG THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT,A CHORD BEARING AND DISTANCE OF N2345'D3"W, 55.10 FT. TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WELLINGTON HILLS DRIVE; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING: (1) N19'46'11"E, 227.67 FT.; (2) NORTHERLY ALONG THE ARC OF A 945.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1328'54 E, 207.03 FT. AND (3) NOT11'29"E, 59.15 FT.; THENCE S71'00'22"E, 552.98 FT. TO THE POINT OF BEGINNING, CONTAINING 7.6137 ACRES MORE OR LESS. N 154758.67 E 1180002.21 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, PAUL M. 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 CERTIFY THAT WE HAVE LAID OFF, •..... MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY �SARE CORRECTLY '...... °°y'°6 SURVEYING ENHEREON REQUIREMENTS FTNHELITTLE I TTEAT ALL ESTATE LAY FINPACCORDANCE LAT, AND BN HD I THISPLAT. N' c ROCK SUBDIVISION RULES AND REGULATIONS 'kk 0.12a1 HAVE BEEN COMPLIED WITH. 7 *54' /i� tic Ili.SIG.N'ATUM ! 2D TE OF EXECUTION CHENAL, LLC IL 15400 CHENAL PARKWAY Pr'A9j;1 b1' LITTLE ROCK, AR 72223 DATE OF EXECUTION P UL M. WHITE )L LA,.• REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 2012084542 INSTRUMENT NO CERTIFICATE OF FINAL APPROVAL �/ S° "/f 1� All ANSAS I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO HE LITTLE ROCK SUBDIVISION i . + THAT THIS PLAT CORRECTLY REPRE E TS A RULES AND REGULA NS, AND ALL OF HE Rfi661STERED ` PLAN MADE BY ME, AND THAT H CONDITIONS OF APPROVAL HAVING BEEN P 11 A F E S S 1 G N A L ; ENGINEERING REQUIREMENTS OF IT E COMPLETED, THIS DOCUMENT IS HEREBY ENGINEER ROCK SUBDIVISION RULES AND G I NS ACCEPTED. THIS CERTIFICATE IS HEREBY # * * � ff HAVE BEEN COMPLIED WITH. EXECUTED UNDER HE AUTHORITY OF SAID N0.5033 �1�f RULES AND REGULATIONS. � ryy E 5�3 DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PANNI ENGINEER NO. 5033, ARKANSAS COMMISSION 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 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:20,000 NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON HE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (FIRM Community Panel # 050181 0039 F, Oct. 19, 2001) �Nk,s p •.sa•, b7 � . a T . �TCOUNTN, P2013031630 Received: 4/29/2013 11:38:47 AM Recorded: 04/29/2013 11:42:48 AM Filed & Recorded in Official Records of Larry Crane, PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees $15.00 CERTIFICATE OF RECORDING PLA T OF LOTS i & 2 WELLING T ON CENTER AT CHENAL AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS MARCH, 2013 PART OF THE NW1/4 OF SECTION 6 T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS n Y 3 BY: DATE: l3 E ©�1 VV III!!L l[ laP1lYI911I fLLlS6�Y & nla7tY.1//1l.ill 4 Jl t� % IIIVC •3 CML ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING Q 24 RAHLING CIRCLE LnTLE ROCK. ARKANSAS 72223 Job No. 13-092P