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HomeMy WebLinkAboutZ-5097-E Map 1ARKANSAS STATE PLANE COORDINATES N ,174214.69 N 174204.85 N 174152.50 N 174149.36 N 173843.45 N 173850.23 N 174080.60 N 174174.89 E 1165471.14 E 1165527.23 E 1165724.59 E 1165750.33 E 1165740.43 E 1165469.39 E 1165447.49 E 1165441.76 ,S'T,4 �aj.cI GS A Y N80°28' 13„ 1 82.38 _ S Ud CENTER OF SECTION 15 T -2-N, R14 -W S83°0339„E n 2 r, 0 A) 4�OISTER�O REGI TERES PROFESSIONAL ENGINEER PAGIS MARKER 2073 LEGAL DESCRIPTION CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHI GE, 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 REQJIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECU�ON PAUL M. WHITE REGISTERED LAND SURVEYOR N0. 1281, ARKANSAS CERTIFICATE OF. ENGINEERING ACCURACY I, TIMOTHY E. )ATERS, HEREBY CERTIFY THAT THIS PL/.T CORRECTLY REPRESENTS A PLAN MADE B`( ME, AND THAT THE ENGINEERING REQUIREMENTS .OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED W DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS PART OF SECTION 15, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SAID SECTION 15, THENCE N8928'13"W, 182.38 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 S80'03'12"E, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 56.94 FT.; THENCE S75'08'36"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 204.18 FT. THENCE S83'03'29"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 25.94 FT.; THENCE S0T51'16"W, 306.07 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 FT.; 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 NO3'28'25"W, 94.46 FT.; THENCE N36'26'06"E CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 49.47 FT. TO THE POINT OF BEGINNING, CONTAINING 2.2557 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) CERTIFICATE OF OWNER 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. p ,3 C ✓! DATE 0 EXECUTION RIVERCITY ENERGY COMPANY, INC. 216 Atkins Suite 100 Little Rock, AR 72211 INSTRUMENT NO 99- COD �3-] CERTIFICATE OF FINAL APPROVAL 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD , 20 PAGE ,FILED FOR ,IN PLAT BOOK 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. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PLAT OF LOT 1_R 09611 i ii! Ha PHASE 2 COMMERCIAL ,,�\� �11ni1)1 I i(1�v 1(Il llail� (I l 011 SIL IYIYIYI . l la ll) (yh .:\ 15 h :\ BEING A REPLAT OF LOT 1, CHENAL VALLEY, PHASE 2 COMMERCIAL LITTLE ROCK, ARKANSAS APRIL, 2003 © VV 1LSL11111C/-DA TEW & CilSS14LCIA 1! LC , J V C. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Joh No. 03-0249