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HomeMy WebLinkAboutS-0867-UUU Map 1ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) 11 N 174207.13 E 1165465.57 2 N 174196.40 E 1165527.08 3 N 174144.22 E 1165724.49 ® N 174141.13 E 1165750.07 5 N 173843.45 E 1165740.43 6 N 173850.23 E 1165469.39 70 N 174080.60 E 1165447.49 ® N 174174,89 E 1165441.76 5�8.4pHIGh'T7r14 Y 580°06)19„ 62.45 , E 34.. N83 02 5g yy 187.08' 5,5� CENTER OF SECTION 15 T-2-N, R14-W 204.19, S83°06242"E �25. 76 ) IST ti EPPA- �'91. LA�� PAGIS MARKER 2073 LEGAL DESCRIPTION PART OF SECTION 15 T-2-N R-1 MORE PARTICULARLY bESCRIBb AS: 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 WITH. /Z-50-Sb DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. jZ-3o-qb DATE OF EXECUTION OTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 4-W, PULASKI COUNTY, ARKANSAS, STARTING AT THE CENTER OF SAID SECTION 15, THENCE N8S02*59"W. 187.08 FT. TO THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY #10 AND THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY, THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE S80'O6' 19" E, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 62.45 FT.; THENCE S75'11'38"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 204.19 FT. THENCE S83'06'42"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 206 FT.; THENCE S01'51'16"W, 297.83 FT.; THENCE N88'34'02"W, 271.12 FT. TO THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE N0625'53"W ALONG SAID EAST RIGHT-OF-WAY LINE, 231.40 Fr.; THENCE NORTHERLY AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 1382.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NOT28'25"W, 94.46 Fr.; THENCE N36 26'O6"E CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 40.08 FT. TO THE POINT OF BEGINNING, CONTAINING 2.200 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION D.R. PAGE TIMBER CO ff ZRATION IAL CLUB BLVD. ROCK, AR 72211 INSTRUMENT NO. 813 (I004 PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. 1'1e!la�-ln' DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION -QERTIFIGATE OF RECORDING Q"S Vl l� i6q FILED FOR THIS DOCUMENT, NUMBER RECORD L� -A 19 �l`� IN PLAT BOOK PAGE + (,12 C,ARQLYN STALEY, CilcuitCounty Clelic& Recort;.:r 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 U/r PLAT OF LOT > i°HASE 2 COMMERCIAL � \ \ lu III I 11111 \ 11/1 I LIII' 1 I I 1 111 I` PART OF SECTION 15 FI NAL T-2-N, R-14-W �1 PULASKI COUNTY, ARKANSAS Si BY: DATE: � DECEMBER, 1998 ff © W rff J 1L J -,-DA!1 JJLIIUIJ' AMOCZ4 /L l/w. ,q lllV LLio CIVIL ENGINEERING, LAND PLANNING do DEVELOPMENT, SURVEYING {'rl 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Job No. 98 0841 - ff (I / 0 Gil vl