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HomeMy WebLinkAboutS-0659-D Map 61 N 16537 E 11803, N 165665.70 .� gl n. 50 0 50 Scale 1N = 50 Ft 16 15 i29J.19 �� 10636.04 - - - NB7 40' 42 .EDGELAWN CT 11R 12R CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER ,••"'•"' I, PAUL M. WHITE. HEREBY CERTIFY THAT THIS WE. THE UNDERSIGNED, OWNERS OF THE REAL 1 `; '•'• PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO •r''•'Q-',. 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 l ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REOUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ••.�; ���'.�.' ROCK SUBDIVISION RULES AND REGULATIONS AC TG /M 49Ce, C6WEA/a HAVE BEEN COMPLIED WITH. :•• -.I.i..: r' !J'-�3 "g1//[ DATE OF EXECUTION�� 6�yD 150 1:1r /// /J •, DATE OF EXECUTION PAUL M. WHITE ip'*G� /[- %1� REGISTERED LAND SURVEYOR ADDRESS NO 1281. ARKANSAS -- ADOPESS D.R. PAGE INSTRUMENT NO CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I % y✓' S.� t1N1t t,, S,�\ � •\ I, TIMOTHY E. DATERS, NERCDr CERTIFY PURSUANT TO THE LITTLE ROCK SUDDINSION /J I THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE p k F 1 -� T1 J: 11 PI AN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN Y ENGINEERING REOUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY �� U ! I: �`' "' �• i ; ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID 1 ! RULES AND REGULATIONS. 1 3—/ I 7 /1 DATE OF EXECUTION TIMOTHY E. UATCRS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTI F ROCK PLANNING ENGINEER NO. 5033. ARKANSAS COMMISSION CERTIFICATE OF RECORDING 5_; "}., 1 THIS DO�NTMBE4!'!fLILED FRECORD19 / IN PLAT �6OK PACE 2\� . GENERAL NOTES _• 1. 112' IRON PINS WERE SET AT ALL LOT CORNERS _ 1 2. ALL EASEMENTS SHOWN ' — — = ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. ?� A 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: 1:47900 I , e N-`�ry 4d BY: y PLAT OF LOTS 17R AND 18R CHE'NAL RIDGE PHASE I AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING A REPLAT OF LOTS 17 & 18, CHENAL RIDGE AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS © W2=-DA7 XR9 A A1990CIA 77.99,UMC. CIVIL ENGINEERING, LAND PUNNING h DEVELOPMENT, SURVEYING 13401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 0 Job No. 97-0239