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HomeMy WebLinkAboutS-1073-H Map 4I 50 0 Scale 1" ARKANSAS STATE PLANE COORDINATES MONUMENT 1 N 156268.28 E 1116321.18 found iron pin 2 N 156226.52 E 1176490.59 set 1/2' iron pin 3 N 156069.3 E set 1/2" iron pin 4 N ]56069.38 E U7640824 117640824 set 1/2" iron pin 5 N 155914.48 E 1176404.85 set 1 /2" iron pin 6 N 155931.73 E 1175994.96 set 1/2" iron pin 1 7 N 155981.78 E 1176045.04 set 1/2" iron pin 1 8 9 N N 155984.39 156147.22 E E 1176059.92 1176267.80 set set 1/2" 1/2" iron pin iron pin LOT Plat Book F, pg 6 . 212 M Leff = 50 -Ft 150 /' LOT 7O N8003' 4S' E / 15.11' / \CDN45'01T60"E /LC70.80' R58.00' 7.20' '__1 CDN51'55'42" E /LC264.0 / R280.00' N87'35' 17' W 410.25' LEGAL DESCRIPTION PART OF THE W1/2 SE1/4, SECTION 36, T-2-N, R-14-W, UTTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 8, ARKANSAS SYSTEMS OFFICE PARK, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S7609'13"E ALONG THE SOUTH LINE OF SAID LOT 8, 174.78 FT.: THENCE S1736'08"W, 158.44 FT.; THENCE S86758'24"W, 47.85 FT.; THENCE S01'15'02"W, 154.93 FT.; THENCE NST35'17'W, 410.25 FT. TO THE POINT OF INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY AND THE SOUTH RIGHT-OF- WAY LINE OF TECHNOLOGY DRIVE; THENCE NORTHEASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 58.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N4501'00"E, 70.80 FT.; THENCE N8903'43"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 15.11 FT.; THENCE NORTHEASTERLY ANO CONTINUING ALONG SAID SOUTH RIGHT OF WAY UNE BEING THE ARC OF A 280.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N51'55'42"E, 264.06 FT.; THENCE N23'47141"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY UNE, 132.30 FT. TO THE POINT OF BEGINNING, CONTAINING 81,963 SQUARE FEET OR 1.8816 ACRES MORE OR LESS. U. S. Post Office LOT 8 Plat Book E, pg. 910 Sewer If 98-027835 o v v M (n 7 ® S86*58'24'W J3 47,85' 3 U M o Q 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 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 ROC SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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. DATE OF EXECUTION ADDRESS D.R. 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 LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD , 19 PAGE IN PLAT BOOK FOR ~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 PLA T OF LOT ARKANSAS OFFICE 0 SY� 7'E l(.S' PARLK BEING PART OF THE W 1 /2 SE 9 /4 SECTION 36, T-2-N, R- > 4-W PULASKI COUNTY, ARKANSAS © VV LLZl1L 11 ICi-BA 11 lCeZ3 & L7l900 11 A 11Egg HV 0. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Job No. 98-0502