Loading...
HomeMy WebLinkAboutS-1662 Map 3VICINITY MAP (NTS) 7 C7 PAGIS MarW # 2035 N MABELVALE PI 40 0 40 120 Scale 1" = 40 ft Z f� y� ARIFA�"SAS '4 iV R ftFGISLTEtRER �a PIiOFFI SSIONAL � ENGINEER e A e'�j No.5033 tr t N8T02'43"W AOTy E 520.84' 43 9' O 3 T p \ 20' Utility Esmt. 480.96' � NE CORNER 1`Z600' a r R28\46' 30.0 N1/2 NE1/4 Nw ?S, \ CDS75'39'47"W o \\ SECTION - T-1-N, R-13-W `�e Cad \ LC72.10' \ R/W DEDICATION THIS PLAT-- 15' 25, g1d9 4ia� \ 1,502 SQ. FT.I w HCc�SS \ 15 0 000 FS4' \\ 1 ( rn 00 17 i 1 ' 25.Q' 5.0' I z d LOT I iN �11� LOT 2 45.0' c 43,560 SO. FT./l.0000 AC. (I v b h 228,426 SQ. FT./ 5.2439 ACRES N ry 'S87*0'5'55" E ti m 2 I 19.86' (� '%l-25' COMMON ACCESS esmr. I 1 J I Go m �72.5 O 12.5 •' O 1 I z U' a � S7g36, `5 B�LLIne �J® S8T�O 22"E 31" E tss7 213.86. � 40a.84' g? I LOT 2 228,426 SO. FT./ 5.2439 ACRES S8715'02"E O7 3 136.05' Io'i o ao � ^ N M � 0 S8718'03" E 165.90' w ARKANSAS STATE PLANE COORDINATES CERTIFICATE OF SURVEYING 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. /Z e,`V DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENT PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF TH L L ROCK SUBDIVISION RULES AND RE I S HAVE BEEN COMPLIED WITH. IIY-010 DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, 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 ACCORDAN THIS PLAT. �2 CTtat n A/ I DAi OF EXECUTION BY: Butch Mortindill Martindill Properties, Inc. PO Box 8904 Little Rock, AR 72219 INSTRUMENT NO. 2006090258 CERTIFICATE OF FINAL APPROVAL 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING 2010080249 Received :12/2212010 1:31:48 PM Recorded: 12/2212010 01:35:22 PM Filed & Recorded in Official Records of PAT O'BRIEC,. PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees $15.00 ' 1 'n�nnwmna• �oc6©2.y` (NORTH ZONE) MONUMENT N -- 132931.86 E_ 120920.8_.26 FND. AXLE ___ GENERAL NOTES: N 132958.71 E 120868812 FND V PIN i N 132940.86 _ E 120861826 SET CONC_NAIL 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS, N 132909.05 E 1208496.34 3ND._AHTD RL__MARKER__- UNLESS NOTED OTHERWISE. i N 132759.33 E 120i8474.33 FND. 5 8" PIPE i N 132347.66 E 1208411.20 FND. t_1/2" PIPE 2. ALL EASEMENTS SHOWN - ._ - ARE TO BE USED N 132341.13 E 120854709 _ _ _SET 112" IRON PIN W_/CAP_# 1281 FOR DRAINAGE AND/OR UTILIP.ES. S N 132308.59 -- - E 120854521 SET 1/2'_IRON PIN W/CAP 111 1281 - 3. LOTS WITH ROUNDED CORNERS ARE I N - 132300.78 - E 120871093 SEi 1/2" IRON PIN W/CAP 128t - MEASURED TO A POINT OF INTERSECTION N 132745.63 E 1208773.97 .SET 1/2' IRON PIN. W/CAP � 1281 OF LOT LINES AND NOT POINTS ON A 1 N 132726.75 E I209180.37 FND._-1/2' _REBAR CURVE. N 132833_09 E 1209184 83 FND 1/2" REBAR N 132832.09 E 120920466 _FND. CHISELED x IN_covc. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 LEGAL DESCRIPTION PART OF THE N1/2 NE1/4 NE1/4 OF SECTION 25, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAIO N1/2 NEi/4 NE1/4, SECTION 25; THENCE N8702'43"W ALONG THE NORTH LINE OF SAID N1/2 NE1/4 NE1/4, 30.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF GEYER SPRINGS ROAD AND THE POINT OF BEGINNING; THENCE N8702'437W CONTINUING ALONG SAID NORTH LINE, 520.84 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF MABELVALE PIKE; THENCE WESTERLY ALONG SAID RIGHT-OF-WAY LINE BEING THE ARC OF A 289.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE S75'39'47"W, 72.10 FT.; THENCE S75'22'47"W CONTINUING ALONG SAID RIGHT-OF-WAY LINE, 126.00 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SOUTH UNIVERSITY AVENUE; THENCE S08'21'56"W ALONG SAID EAST RIGHT-OF-WAY LINE, 151.33 FT.; THENCE S0943'04"W CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 416.48 FT.; THENCE S8715'02"E, 136.05 FT.; THENCE S03'18'39"W, 32.60 FT.; THENCE S87*18'03"E, 165.90 FT.; THENCE N08'03'59"E, 449.30 FT.; THENCE S8720'227E, 406.84 FT.; THENCE NO2'23'58"E, 106.44 FT.; THENCE S87'05'55"E, 19.86 FT. TO A POINT ON THE SAID WEST RIGHT-OF-WAY LINE OF GEYER SPRINGS ROAD; THENCE NO2'04104"E ALONG SAID WEST RIGHT-OF-WAY LINE, 99.84 FT. TO THE POINT OF BEGINNING, CONTAINING 6.2439 ACRES MORE OR LESS. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (FIRM Community Panel # 050181 0103 F, dated Oct. 19, 2001) PLA T OF LOTS > &° 2 MAR TINDILL COMMERCIAL SUBDIVISION AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING PART OF THE NE114 NE1/4, SECTION 25, T- 1-N, R-13-W, PULASKI COUNTY, ARKANSAS NOVEMBER, 2010 ij r it a� �1� �J a y� L ,�' i �? P , e reed BY:- DrTI E:-1 q 11/ M VVARTZ�DA TSM A4 Ab OCZAT= MVC CIVIL ENGINEERING, LAND PLANNING h DEVELOPMENT. SURVEYING 24 RM UNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 10-476P.1