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HomeMy WebLinkAboutS-0867-UUU Map 2CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) 10 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 50 N 173843.45 E 1165740.43 © N 173850.23 E 1165469.39 7Q N 174080.60 E 1165447.49 ® N 174174.89 E 1165441.76 Sr 4 T� S80e 06�j9„ R1432.39' CDN01'59'56'W Q) 0 62. 45 , LC171.53' _'� „� 3 39.3 1\18,1*025W �87.08 204. INUU ,)`+ vL VV L / I . I L Scale 1" CENTER OF SECTION 15 T-2-N, R14-W = 30 ft S83°06,42„ E n25 76' PAGIS MARKER 2073 LEGAL DESCRIPTION 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. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 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. 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 an DELTIC TIMBER CORPORATION 7 CHENAL CLUB BLVD. LITTLE ROCK, AR 72211 PAGE INSTRUMENT NO. 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 TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS PART OF SECTION 15 T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY bESCRIBED AS: 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 S8906'19"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, 25.76 FT.; THENCE S01'51'16"W, 297.83 FT.; THENCE N88'34'027W, 271.12 FT. TO THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE N05'25'53"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, 40.08 FT. TO THE POINT OF BEGINNING, CONTAINING 2.200 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD , 19 PAGE UTTLE ROCK FILED FOR ,IN PLAT BOOK LITTLE ROCK PLANNING 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 CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1: 50,000 ONIC=IML. WATIER WORKS �LItiS APF'lti:'ED E7;SEMEN' APPRiO'AD _ _ - EASEMENT REQL�'iRM- - DATE r� PLAT OF LOT .5rr, ^/ 0 eo jay J-517 _M17 C HAI VAILIP4 Hip.z PHASE 2 COMMERCIAL FAI A I.I I l I.I. I:(Il( l�. •\lih •\\ti •\`, PART OF SECTION 15 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS DECEMBER, 1998 © VV 1CZL(1 J1 H DA TIERS RS m.Y L113,90(01 LL 1Le 9 L11 V (C Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 ,!! � ;�&Y Job No. 98 0641