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HomeMy WebLinkAboutS-0057-EE Map 4VICINTTY MAP W \ 0 ARKANSAS STATE PLANE COORDINATES N 159590.58 E 1220209.95 N 159607.24 E 122025OD 4 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 s 0 n T H ,,.•"'-...... CERTIFICATE OF `;URVEYINC ACCURACY �GTSTE/;�'w f+•••' STATE OE I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS AtjKB�JSAS PLAT CORRECTLY REPRESENTS A BOUNDARY NO.. 281 • SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL s Nerulla SURVEYING REQUIREMENTS OF THE LITTLE ..':.{1��•'AgUl M ROCK SUBDIVISION RULES AND REGULATIONS ..........HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE 50 0 50 150 REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS a r Scale 1" TRACT RH-3 UNRECORDED = 50 ft 0 R25.00' ' CDN49000'06'E LC18.26' -� R25.00' LDC35 38'2 48'E �'13 25 R 5 5rjrE GAS �{L R25.00' i*1 22g55 CDN88'09'54'W RGA 5 LC18.26' lYl 06 S�0^2 R25.00' CDS25°27'160W L C 35.33' 0 TRACT RH-5 UNRECORDED PAGIS MARKER 2019 AI ANSAti N REG is� is up Pik OFF SSIONAL ENGINEER NU.5033 !'Q� V Tyy E TRACT RH-2A RIVERDALE ADDITION DOC� 93-78185 PLAT K. D, PC. 848 0 R50.00' -DS87'17'43'E _C90.72' R50.00' r_DS45°32'17'W LC92.53' LEGAL DESCRIPTION CEEDEIQATE OF OWN R 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. ' y DATE OF EXECUTION MARION BURTON,4,�tir 2230 COTTONDALE LN. SUITE N 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 CERTIFICATE OF ENGINEERING ACCURACY DR. PAGE 85-05706 INSTRUMENT N0. I, TIMOTHY E. CATERS, HEREBY CERTIFY 93-76185" THAT THIS PLAT CORRECTLY REPRESENTS A CERTIFICATE OF FINAL APPROVA 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 WITH. CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID DATE OF EXECUTION TIMOTHY E. CATERS RULES AND REGULATIONS._ REGISTERED PROFESSIONAL ENGINEER N0. 5033, ARKANSAS !'ARIL 0031 1998 DATE OF EXECUTION LITTLE ROCK PLANNING ' COMMISSION TRACT RH-4 UNRECORDED PART OF THE SEI/4 OF SECTION 29, T-2-µ 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 PH - 2A, 43.41 FT, TO THE POINT OF BEGINNINGx 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 FT1 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 FTa THENCE S70'25'06'W, 228.55 FTI 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 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 FT.; THENCE N70'25'06'E, 228A1 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 FT.H THENCE EASTERLY ALONG THE ARC OF A 50.00 FT RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S87'I7'43'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 DOCUMENT NUMBER 9 CTVLL'CdO� RECORD • 19 `YF IN PLAT BOOK ll PAGE 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 DEDICATION PLAT AlOR GA N KEE N D I�IV/__' RIGHT-OF-WAY RIVERDALE ADDITION FINAL LITTLE ROCK, ARKANSAS As Si ©j7jTJj'[)7j'(�j}�7�9 jJ}� /jjs�jv 7'(� ry� (� �a(�v �/V77� /jj�j�4�S 7/�\�//.98 024144) VV 11711! IL LC -aA 1l LG 0 mY iilly0.yocff I L Z39 LLl V �S-.o O CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING � I rI I 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Q _ 2 - RAJ Job 8 98-0102