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HomeMy WebLinkAboutS-0983-D Map 1CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER „'72 7 Z . ��lyj A T f OF t A1119'ANSASN ?GISTERE9 i IFESSIHNAL ENGINEER No 5033 0 �o off' .Q �v O� O �v 2 �P O 1-2—N, R-13—W, as: X1/4, NW1/4, said of said S1/2, :omer thereof; 2. S1/2, 72 ft.; thence ft.; thence of said S1/2, South line of point of I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, D❑ SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANyTH THIS PLAT, ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. _9-30-94 DATE OF EXECUTION DATE OF EXECUTION IE D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY ADDRESS CERTIFICATE OF FINAL APPR❑VALI I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED W TH, ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID 9-30-94 RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS / REGISTERED PROFESSIONAL /'4i4zg4l - o ENGINEER NO, 5033, ARKANSAS DATE ❑F EXECUTION LITTLE 'ROCK PLANNING COMMISSION CERTIF,dGjj, OF RREC❑RDING THIS DOCUMENT, NUMBER FILED FOR RECORD 10-I 199y IN PLAT BOOK PAGE L.5.S PLAT 50 0 100 GRAPHIC SCALE IN FEET SCALE: 1” = 50' 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 CURVE. 4, DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES, 5, RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6, ERROR OF CLOSUREi 1FT / 29,105FT 7, BEARING DATUM IS STATE PLANE DATUM, ADJACENT TO NORTH IS ALSO STATE PLANE DATUM. S. FRONT & REAR BUILDING LINES ARE DESIGNATED AS _B.L. __. ❑F- LIITS, 1-22 L�HHkH IkHT An Addition to the City of Lithe Rock, Arkansas © WHITE-DATERS & ASSOCIATES, INC. ai CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Q 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 u t