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HomeMy WebLinkAboutS-0057-EE Map 850 VICINITY MAP IIJ r 0 Scale '1" M TRACT RH-3 UNRECORDED 150 = 50 ft R25.00' CPN49.00'06'E L 18.26' -,, i� R25.00' 25 p6 V CDS64.32'48'E N30• ��\ p6�DR1 E LC35,38' /51(315,GA i KE� y i R25,00'.09'54•W R(rA LC18.26'22CDN88 O 0 5-7p^Z T V � \R25.00' CDS25'27'16'W 6 LC35.33' Ham` O \ ARKANSAS STATE PLANE COORDINATES N 159590.58 E 1220209.95 N 159607.24 E 1220250.04 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 15961L52 E 1220159.42 TRACT RH-5 UNRECORDED TRACT RH-2A RIVERDALE ADDITION DOC93-78185 PLAT AK D. PG. 848 R50.00' CDS67.17'43'E LC90,72' LC '32'17'W 3' o i ARKANSAS NO. I'SI Q� 0 /fir SSR�F }U ��o AItkA.NNA. %. !�ItOFEti�INY1tl. ENGINEER NO.33 4Pi o CERTIFICATE OF SURVEYING ACCURACI' 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 CORRECTLr 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 N0. 1281, ARKANSAS I, TIMOTHY E. CATERS, 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. 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 D.R PAGE INSTRUMENT NO. - ADDRESS PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT 15 HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. --wm�.wo� DATE „OF EXECUTION TIMOTHY E. CATERS f �'t"'I•LE ROC REGISTERED PROFESSIONAL DATE OF EXECUTION 14, 4.®e ® _ ENGINEER N0. 5033, ARKANSAS KP ® CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK PAGE G'f F e� 553G,. ,a,. 227 TRACT RH-4 r � of-N ;-Earl.mampaw UNRECORDED �� d NO AL'DiT Grl:a E3SE5v7i S pT.,jjR=D 2Y ❑ ADDITIG'gL 1SE'Sz# v ARE REQUI£ED AS SHO " x BY DATE. Z� _ siIARKLA ��A�i�MEHt A PROVED DATE a a { LITTLE ROCK PLANNING COMMISSION 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. 1 85,400 @vq5 I WF3T Co Eas"el,t Rfqulred Date- - - y DEDI CA TION PLA T Ai10R GA N KEEGAN DRI11T LEGAL DESCRIPTION PART OF THE SEl/4 OF SECTION 29, T-CUL R LITTLE RUCK, RIGHT WA Y DE PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED A^>, 0 F - Y CITY�OF LITTLE ROCK (P AOWEST CORNER OF TBUUK D, PAGE 8RIVERDALE ADDITION COMMENCING AT T❑ THE THE �� THENCE N67'25'51'E ALONG THE SOUTH LINE OF SAID TRACT PH -.2A, 43.41 FT. TO THE POINT OF BEGINNINGI THENCE SOUTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT. A CHORD BEARING oZ oZ.S AND DISTANCE OF S45.32'17'W. 92.53 FL; THENCE WESTERLY ALONG THE ARC OF A 25.00 FL RADIUS CURVE TO THE LEFT, A CHARD BEARING AND DISTANCE OF N88'09'54'W, 18.26 FTC THENCE S70'25'06'V. RIVERDALE ADDITION, 228.55 FT.; THENCE SOUTHWESTERLY ALONG,' THE ARC OF A 25.00 FT. r RADIUS CURVE TO THE LEFT, A CHARD AND DISTANCE [IFLITTLE R 0 CK, ARKANSAS N� THIR S25'2T16'V, 35.3.33 FT, TO A POINT ON THE EAST RIGHT-OF-WAY LINE W OF RIVERFRONT DRIVEL THENCE N19'30'30'W ALONG SAID EAST RIGHT- OF-WAY LINE, 110.00 FT THENCE SOUTHEASTERLY ALONG THE ARC OF A 'D 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE DF S64'32'48'E, 35.38 FT.a THENCE N70.25'06'E, 228.41 FTj THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO SI n (opJ THE LEFT, A CHORD BEARING AND DISTANCE OF N49.00'06'E, 18.26 J 1 FTI 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, 90,72 FT, TO THE POINT OF BEUINNING, CONTAINING 23,610 SQUARE FEET OR ' PAGIS MARKER 2019 0.542 ACRES MORE DR LF'=S. © WM t! IaPJ{VA MIRE a li,3, lT4L'C r1 L 1 3, 111 V 0. ai CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYINC a 4-01 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 , Job # 98-002