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HomeMy WebLinkAboutS-0057-EE Map 3�STE NATU L Lp `04NTRELL 'c 0 50 0 _ 50 15C 000 CEDARILL )) Off , 1I A T T l H � _J O f t �.s...a AR ANSA` 'N �tF61SiERED cANTRELL ROAD PROFESSIONAL VICINITY MAP ; .< !%j' No-5Q� QQ E. If TRACT RH-2A RIVERDALE ADDITION DOC.# 93-78185 PLAT DX D, PC. 848 I, PAUL M. WHITE, HEREBY CERTIFY ZHAT 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. -2 9q IVA DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS 1, 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. 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. - 7 DATE OF EXECUTION MARION BURTON,4,,R 2230 COTTONDALE LN. SUITE N 6 LITTLE ROCK, AR 72202 =f- 2 -1 � i1,�1,- DATE OF EXECUTION RI1 ERDALE OFFICE PROPERTIES PARTNERSHIP RIVERDALE OFFICE CORPORATION ,UIM FOWLER, SECRETERY '100 MORGAN KEEGAN DR. LITTLE ROCK, AR 72202 D.R. PAGE p INSTRUMENT NO.y5 .O57OG 93 - 78/85 CERTIFICATE OF FINAL APPROV/ 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. ApaIL 03i 1998 _4� DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION \ R50,00' TRACT RH-3 CDSLC9717'43'E \ UNRECORDED CERTIFICATE OF RECORDING ��'�� THIS DOCUMENT NUMBER 9 o4i L'CC��!• kR R25.00' RECORD uT.2 19 "ts IN PLAT BOOK_. CDN49000'06'E 10 PAGE \ LC18,26' � y rp 228A1' Ego GENERAL NOTES' G \ LC35382 48'E Nip°25p6X� .51�G6/ p�Iv�+/ TRACT RH-4 1. 2 1/2- IRON PINS ALL EASEMENTS �� TAT ALL LAIC TOERS USED C� 1 i R UNRECORDED +' 4 3 R50:00' FOR DRAINAGE AND/OR UTILITIES. O O CDS45°32'17'W 3. LOTS VATH ROUNDED CORNERS ARE R25.00' LC92.53'POINT INTERSECTION S OF LOT LINES AND NOT POINTS ON A N � ZZg55 09'54°W 4, DISTANCES SHOWN ALONG CURVES ARE �LC18.2 � \ RGA LCI8.2 6' cHoaD INSTANCES. gyp° 5. ERROR OF CLOSURE: 1:85,400 5 ygReO d ! R \ CDS25°27'16°W 6 LC35.33' TRACT RH-5 C \ UNRECORDED DEDI CA TION PLA T \ MOROAN K EE GA N DPIVE \ LEGAL DESCRIPTION PART OF THE SE1/4 OF SECTION 29, PARTICULARLY R Y DE LITTLE ROCK, RIGHT- OF - WA Y O \ PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS, COMMENCING AT THE SOUTHWEST CORNER OF TRACT RH - 2A, RIVERDALE ADDITION TO THE CITY OF LITTLE ROCK (PLAT BOOK D, PAGE 848); THENCE N67.25'51'E ALONG THE SOUTH LINE OF SAID TRACT RH - 2A, \ 43.41 FT. TO THE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG ARKANSAS STATE PLANE COORDINATES THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S45-32'17'W, 92.53 FTj THENCE WESTERLY ALONG N 159590.58 E 1220209.95 THE ARC OF A 25.00 FT, RADIUS CURVE TO THE LEFT, A CHORD BEARING RIVERDALE ADDITION AND DISTANCE OF N88'09'54'W, 18,26 FTd THENCE S70'25'06'W, N 159607.24 E 1220250.04 228.55 FTa THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. N 159542.43 E 1220184.00 RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF LITTLE ROCK, ARKANSAS S25'27'16'W, 35.33 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE N 159543.01 E 1220165.75 N W OF RIVERFRONT DRIVEI THENCE N19'30'30'W ALONG SAID EAST RIGHT- ; N 159466.42 E 1219950.42 \ '^) OF -WAY LINE, 110.00 FTd THENCE SOUTHEASTERLY ALONG THE ARC OF A .0 `T 25,00 FT, RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE FINAL PLAT N 159434.51 E 1219935.23 c� OF S64'32'48'E, 35.38 FTa THENCE N70'25'06'E, 228.41 FT.; i N 159538.20 E 1219898.50 ` THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO N 159522.99 E 1219930.44 THE LEFT, A CHORD BEARING AND DISTANCE OF N49'00'06'E, 18.26 FT.I THENCE EASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO As Sig Od ��.�� N 159599.54 E 1220145.64 THE RIGHT, A CHORD BEARING AND DISTANCE OF S87'17'43'E, 9072 N 159611.52 E 1220159.42 PAGIS MARKER 2019 FT. TO THE P01NT OF BEGINNING, CONTAINING 23,610 SQUARE FEET OR BY. Q��yy „ 0.542 ACRES MORE O9p R LESS. 0241%4-) © WffzT=-DATm113S a 17 Tzw(l' a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING i 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Q- 2 - "15 Job N 98-0102