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HomeMy WebLinkAboutS-0057-EE Map 2VICINITY MAP ARKANSAS STATE PLANE COORDINATES N 159590.58 E 1220209.95 N 159607.24 E 1220250.04 N 159542.43 E 1220184.00 I N 159543.01 E 1220165.75 N 159466.42 E 1219950.42 I N 159434.51 E 1219935.23 1 N 159538.20 E 1219898.50 N 159522.99 E 1219930.44 N 159599,54 E 1220145.64 N 159611.52 E 1220159.42 50 0 9 Scale 1" TRACT RH-3 UNRECORDED 50 50 ft , r ZST$ ••� �........... R�d ;S �• NA U /�VQ/�. J Aq�2 Wr' .... • 150 �,r,S; .�_0 All .- ANSAS �L 11E61STEREI! PROFESSIONAL ENSINEER It No.5033 4� ®Ttik E _pP,� R25,00' CDN49°00'06'E LC18.26' 0 CDS64°32'48°E LC35.38' DR ® K'DEGAN 5 E R25.00' Z 1/O_ �AN 22$55, LC 8 8CDN86 9 54'W• O Sj 0° R25.00' CDS25.27'16'W I,C35.33' TRACT RH-5 UNRECORDED PAGIS MARKER 2019 TRACT RH-2A RIVERDALE ADDITION DOC.# 93-78185 PLAT K. D, PC. 848 R50.00' CDS87°17'43'E L C 90.72' 'R50.00' CDS45°32'17'W LC92.53' hgReoR LEGAL ➢ESCRIPTION I CERTIFICATE OF SURYUNG ACCURACY 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 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 MARION BURTOI­ 2230 COTTONDALE LN. SUITE # 6 LITTLE ROCK, AR 72202 `f_2-1t A s 1 DATE OF EXECUTION RIVERDALE OFFICE PROPERTIES PARTNERSHIP RIVERDALE OFFICE CORPORATION ,MM FOWLER, SECRETERY "100 MORGAN KEEGAN OR. LITTLE ROCK, AR 72202 CERTIFICATE OF ENGINEERING ACCURACY D.R. PAGE p INSTRUMENT NO,y5-O5706 I, TIMOTHY E. CATERS, HEREBY CERTIFY 93-76le5 THAT THIS PLAT CORRECTLY REPRESENTS A CERTIFICATE OF FINAL APPROVAL PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE PURSUANT TO THE LITTLE ROCK SUBDIVISION ROCK SUBDIVISION RULES AND REGULATIONS RULES AND REGULATIONS, AND ALL OF THE HAVE"BEEN COMPLIED NTH. CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY a_ J _�jfrj ACCEPTED. THIS CERTIFICATE IS HEREBY 1- EXECUTED UNDER THE AUTHORITY OF SAID DATE OF EXECUTION TIMOTHY E. DATERS RULES AND REGULATIONS. REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS kpIL 03, 1998 DATE OF EXECUTION, LITTLE ROCK PLANNING COMMISSION TRACT RH-4 UNRECORDED PART OF THE SEI/4 OF SECTION 29, T-2-N, R-12-W, LITTLE ROCK, 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 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 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N88'09'54'W, 18.26 FTj THENCE S70.25'06'W, 228,55 FTj 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 DRIVE; THENCE N19'30'30'W ALONG SAID EAST RIGHT- OF-WAY LINE, 110.00 FTj THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S64'32'48'E, 35.38 FT4 THENCE N70'25'06'E, 228.41 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N49'00'06'E, 18.26 FTj 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 BEGINNING, CONTAINING 23,610 SQUARE FEET OR 0,542 ACRES MORE OR LESS. CERTIFICATE OF RECORDING THIS DOCU ENT NUMBER 9LMI OR RECORD � - 19 q4 IN PLAT BOOK, PAGE I l� GENERAGENERAI OT 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 DEDICATION PLAT mURGAN KEEGAN D1-DIVE RIGHT-OF-WAY RIVERDALE ADDITION LITTLE ROCK, ARKANSAIF'NA As © VV ;GILL[ 1L LG�l!//!11 LI 1GLLUa� � l]IAYU'®(1..1(.ti1 Jl IPiny9 11L V lip CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 LAT A 4-2-JI Job # 98-0102 I ill l 11 IIIII I 61 I I. hj I �I J LiF II I I I