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HomeMy WebLinkAboutS-0057-EE Map 5VICINITY MAP KANSAS STATE PLANE COORDINATES N 159590.58 E 1220209.95 N 159607.24 E 1020250.04 N 159542,43 E 1220184.00 N 159543.01 E 1220165.75 N 159466.42 E 1219950.42 N 159434.51 E 1219935.23 N 159538.20 E 1219898.50 N 159522.99 E 1219930.44 N 159599.54 E 1220145.64 N 159611.52 E 1220159.42 ST STATE OF a tt ARRSAS 9 /NO. 281 •.. t'"s^. �S NATUiLN/�/ LA�p�. 50 0 50 150 Scale 1 = 50 ft All AyeAS RE61SiERED S PROFESSIONAL ENSINEER lop N0.5033 ��4 , by F: vt; ,v TRACT RH-3 I UNRECORDED R25.00' CDN49°00'06'E LC18.26' 228A% e6o R25.00' CDS64°32'48'E p°n p5' LC35.38' ® 25,D6 �, N D ®� o . R25 00' -I-A� ��a55 LCN8 86 9 54'W r� p6, W R25,00' \ CDS25°27'16'W © LC35,33' \ TRACT RH-5 UNRECORDED TRACT RH-2A RIVERDALE ADDITION DOC.## 93-78185 PLAT DX. D, PC. 848 0 R50.00' :DS87017'43'E -C90,72' IR50.00' CDS45°32'17'W LC92.53' LEGAL DESCRIPTION F/q�e�R 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 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. 4-zlb DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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 MARION BURTON, Ao�-! 2230 COTTONDALE LN. SUITE M 6 LITTLE ROCK, AR 72202 DATE OF EXECUTION RIVERDALE OFFICE PROPERTIES PARTNERSHIP RIVERDALE OFFICE CORPORATION JIM FOWLER, SECRETERY `100 MORGAN KEEGAN DR. LITTLE ROCK, AR 72202 D.R. PAGE INSTRUMENT NO. BS • 0570G 93 - 78l85 CERTIFICATE OF FINAL APPROVA 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. _ Apall, 030 1998 no DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING CC.����� THIS DOCUMENT, NUMBER 9�C[D"FOR RECORD! b 19 'tij5 IN PLAT BOOK Y PAGE 1 GENERAL NOTES - TRACT RH-4 1. 1/2- IRON PINS WERE SET AT ALL LOT CORNERS UNRECORDED 2. FOR DRAIINAGESAND/OR UTILITIES- ARE TO BE USED 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: 1.85,400 PART OF THE SE1/4 OF SECTION 29, T-2-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED ASS COMMENCING AT THE SOUTHWEST CORNER OF TRACT RH - 2A, RIVERDALE ADDITION TO THE CITY OF LITTLE ROCK (PLAT BOOK D, PAGE 848)j THENCE N67'25'51'E ALONG THE SOUTH LINE OF SAID TRACT RH - 2A, 43.41 FT. IT❑ THE POINT OF BEGINNING THENCE SOUTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S45'32'17'W, 92.53 FT.) THENCE WESTERLY ALONG THE ARC OF A 25Q0 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N88'09'54'W, 18.26 FT.I THENCE S70'25'06'W, 228.55 FTd THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S25'27'16'W, 35.33 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF RIVERFRONT DRIVEI THENCE N19'30'30'W ALONG SAID EAST RIGHT- OF-WAY ,LINE, 110.00 FTd THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RAj1IUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S64'32'48'E, 35.38 FT.I THENCE N70'25'06'EE, 228.41 FT.i THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIIIS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N49'00'06'E, 15.26 FT.I THENCE EASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S87.17'43'E, 30.72 PAGIS MARKER 2019 FT. TO THE POINT OF BEGINNING, CONTAINING 23,610 SQUARE FEET OR 0.542'ACRES MORE DR LESS, DEDICSI T/01 PLAT ---*' P I VE __`Rr'1lN KEEC-11N 19_1�, M 0 CTA RIGHT- OF- WAY RIVERDALE ADDITION LITTLE ROCK, ARKANSAS © VV 11ZLL11L -,DA ll 1GIfW * t71,930lliL.l:1 ll ',39 111 V ILo 19CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 0241) Job N 98-0102