Loading...
HomeMy WebLinkAboutS-1018-A Map 3State Plane Coordinates Pt.# North East 1 145160.46 1200320.58 2 144781,67 1200307,99 3 144797.76 1199761.22 4 145176.60 1199772.38 RAD=40' e NW Corner SW 1/4, SW 1/4 o I Section 11 co NIn10A1/1 AN n7r CURBLINE — 1 JOHN BARR 0" W ROAD CERTIFICATE OF SURVEYING ACCURACY � I, JOE D WHITE, HEREBY CERTIFY THAT THIS �.•`"" ,GSTB ���., PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL : ST OF''' MONUMENTS REQUIRED ACTUALLY EXIST AND t �.534 ARE CORRECTLY SHOWN HEREON AND THAT ALL = O SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 1;� L..... LA � -- " DATE OF EXECUTION E D. WHITE REGISTERED LAND SURVEYOR NO, 534, ARKANSAS S. , Z'ip ,O JN0.5033 ell 30 0 30 CERTIFICATE OF ENGINEERING ACCURACY 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 W�JH THIS P1A Ir, �V FovPt A LIMITED LIABILITY CORP. DATE OF EXECUTION 2600 JOHN BARROW ROAD D.R. PAGE LITTLE ROCK, ARKANSAS ADDRESS INSTRUMENT NO. 95-19558 CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRFSFNTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITH EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. 3•Zg-9� -� DATE OF EXECUTION TIMOTHY E. DATERS ¢ 2- REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION CERTIFICATE OF RECORDING THIS DOCU NT NUMBER FILED FOR RECORD 19 IN PLAT BOOK PAGE Scale 1" - 30 f Legal Description 90 Part of the SW 1 /� , SW 1 /4, Section 1 1 , T-1 —N, R-13—W, Pulaski County, Arkansas, more particularly described as: Storting at the Northwest corner of the SW 1 / 4, SW 1 /4, solid Section 1 1; thence S88' 18'46" E along the North line of said SW 1 /4, SW 1 /4, 726.64 ft. to the point of beginning; thence S88'18'46"E and continuing along said North line, 548.43 ft. to a point on the West right—of— way line of John Barrow Road; thence S01'54'14"W along said West right—of—way line 379.0 ft.; thence N88'18'46"W and parallel with the North line of said SW 1 /4, SW 1 /4, 547.0 ft.; thence N1°41'14"E and perpendicular to said North line, 379.0 ft. to the point of beginning, containing 4.77 ft. Acres more or less. NOPORTION OF THIS PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLANE ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NUMBER 050181 0010 E NOVEMBER 3, 1993 GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS (1/2" Steel Rod). 2. ALL EASEMENTS SHOWN— — ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. BEARING DATUM IS STATE PLANE DATUM. 4. ERROR OF CLOSURE 1:452056 " � r11v � ilk AS BY:--L�"•tee-�- DATE:� Four Oaks Li�in • Center UTTLE Rom, ARKANSAS REVISED 3-7-96 © VV IlZlll 11 1C -,DA LL 1G23 � t'll3300 t /+1 =99 DVO CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING El 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201