Loading...
HomeMy WebLinkAboutS-1574-A Map 3Of Ld J J H M O to d- N Uj e O i� O O z M J z r- O O z w 00 0 ro 0 0 z IRON 190.20' 0 S 44'22'50" E 35.36' CH. SSMH OO S88'29'54"E _F IFRAL NOTES 1. BASIS OF BEARINGS: PAGIS MONUMENTS 2048 ANU 2048-A (NAD83, ARKANSAS NORTH) 2. NO PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0084 F, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001 3. 1/2" REBAR WITH CAP SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 4. ERROR OF CLOSURE EXCEED 1:20,000. 665.35' CURVE & CENTERLINE DATA 0 (2) 0 A 90'00'00" A 05*12'10" A 49'39'34" R 25.00' R 3030.00' R 25.00' A 39.27' A 275.14' A 21.67' T 25.00' T 137.66' T 11.57' © T A 49'42'03" A 05*12'07" A 90'00'00" R 25.00' R 2970.00' R 25.00' A 21.69' A 269.65' A 39.27' T 11.58' T 134.92' T 25.00' R-O-W INSTRUM§IT AGREEMENT EASEMENT NO. 86-11716 -_7Z21' P. O 9. N C. 1 S 88438'42" E 365.18 IRON FOUND SW COR, NW1/4, SEC. 22, T-1-N, R-13-W 12" PINE ®S25'54'09"W 20.41' 20" PINE Cd N12'10'05"E 18.57' 20" ASH 0 N55, 3'59"E 44.28 POINT OF COMMENCEMENT ANGLE IRON FOUND SW COR. NW1/4, SW1/4 SEC. 22, T-1-N, R-13-W 16" OAK 0 S41'46'33"E 54.82' 12" PINE ® S03'17'05"W 39.09' 24" OAK ® N24'32'08"W 9.34' Designed Checked SDG Drawn SDN Approved WAS U \ t\ N W 00 r- N 0 z EASEMENT FD. 1/2- REBAR W/CAP SSMH t-- z W W U7 Q W ry W I A 279'9'21'34" ado R 60.00' Q ' A rN 00.00' T 0.00 I I O 0 139'40'47" A 05'13'23" R 60.00' R 3000.00' N A 146.27' A 273.49' T 163.43' T 136.84' rn I :n f On I I I tJ / D: N III III ' S 84'09'21 g�_167.72 _�10' UTILITY EASEMENT -'--- �_ SSMH f P 00 00 N S88'29'54"E 665.09' NAIL IN DISK FOUND 1" PIPE FOUND 60.89' EAST AND 1.66' SOUTH OF NE CORNER OF SUBJECT PROPERTY CERTIFICATE OF SURVEYING ACCURACY 1, WM. ALLEN SMITH , 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 ith. Date of Execution Wm. Allen Smith Registered Professional Land Surveyor No. 1095 Arkansas CERTIFICATE OF ENGINEERING ACCURACY 1 VERNON WILLIAMS 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 bee complied with. I 2tr 1,001 Date of Execution Vernon Williams Registered Professional Engineer No. 9551 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 ' No e P. LLC Address 220 North Knoxville Ave. Russellville. Arkansas 72801 Source of Title: D.R. Page 2007070873 Instrument No. CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and N Regulations, and all of the conditions of approval having N been completed, this document is hereby accepted. LOT 4 This certificate is hereby executed under the authority 2.169 ACRES± ;n of said rules and regulations. SN\ ' t) D e of Execution L.R. PiSANM59 Received: 11 i2 09 12:40:54 PM COmrr14@,�&d: 01/27/2009 12: PM Filed & Recorded in Official Records of PAT O'BRIEN PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees $15.00 " CERTIFICATE OF RECO ING o �- N FH� This document, umber 06 filed for record 2ja44, in Plat Book Page -+ _ ( y✓, (Signed) COUNTY °°°' Clerk N 88'38'42" W 189.88' _ N 88' 8 "� W _NORTHING=136187.6551 T EASTI N G=1193756.5552 MEHLBURGER BRAWLEY THE MERGING OF NRS, INC THE MEHLBURGER FIRM - BRAWLEY ENGINEERING CORP 1 ❑ N. SHACKLEFORD PLAZA SUITE 100 LITTLE ROCK, AR 7221 1 (501) 375-5331 - 15011 375-7452 FAX h 36180.6485 2.7517 EASTIN361 0.648298 'o. SSMI,nS FD. 1/2kNORTHIN�G�=l S 8838'42" E 665.32' PP REBAR W/CAP 12U � 2oo�j PART OF THE W 1/2 OF THE S 1/2 OF THE SW 1/4 OF THE NW 1/4 OF SECTION 22, T-1-N, R-13-W. LITTLE ROCK, PULASKI COUNTY, ARKANSAS PR PROFESSIONAL G ENGINEER :No*.51b1 FD. 1/2- REBAR --o t.IprlL Lot 4 Description OJECT -E VICINITY MAP Part of the West 1/2 of the South 1/2 of the Southwest 1/4 of the Northwest 1/4 of Section 22, Township 1 North, Range 13 West, Little Rock, Pulaski County, Arkansas, being more particularly described as follows: Commencing at the Southwest comer of said Northwest 1/4; thence South 88'38'42" East 365.18 feet to the POINT OF BEGINNING NOA ; thence North 01 *21' 18" East 321.75 feet to a point on the Southerly right-of-way line of Remington Cove; thence along said right-of-way line on a curve to the right having a radius of 25.00 feet, an are distance of 21.69 feet and a chord bearing and distance of South 59'19'42" East 21.01 feet; thence continuing along said right-of-way line on a curve to the left having a radius of 60.00 feet, an arc distance of 146.27 feet and a chord bearing and distance of North 75040'57" East 112.65 feet; thence South 84°09'26" East 167.72 feet; thence South 00'57'22" West 328.78 feet; thence North 88'38'42" West 296.28 feet returning to the POINT OF BEGINNING NO. 1, containing 2.169 acres more or less. Right of Way Dedication Description Part of the West 1/2 of the South 1/2 of the Southwest 1/4 of the Northwest 1/4 of Section 22, Township 1 North, Range 13 West, Little Rock, Pulaski County, Arkansas, being more particularly described as follows: Commencing at the Southwest corner of said Northwest 1/4; thence North 009 T10" East 304.27 feet to a point on the proposed Southerly right-of-way line of Remington Cove and the POINT OF BEGINNING NO.2; thence continuing North 00'37' 10" East 110.00 feet to a point on the proposed Northerly right-of-way line of Remington Cove; thence along said proposed right-of-way line the following nine (9) bearings and distances: 1) along a curve to the left having a radius of 25.00 feet, an arc distance of 39.27 feet and a chord bearing and distance of South 44°22'50" East 35.36 feet; 2) South 89"22'50" East 75.00 feet; 3) along a curve to the right having a radius of 3030.00 feet, an arc distance of 275.14 feet and a chord bearing and distance of South 86046145" East 275.05 feet; 4) along a curve to the left having a radius of 25.00 feet, an arc distance of 21.67 feet and a chord bearing and distance of North 70'59'33" East 21.00 feet; 5) along a curve to the right having a radius of 60.00 feet, an arc distance of 292.54 feet and a chord bearing and distance of South 05'50'33" West 77.65 feet; 6) along a curve to the left having a radius of 25.00 feet, an arc distance of 21.69 feet and a chord bearing and distance of North 59°19'42" West 21.01 feet; 7) along a curve to the left having a radius of 2970,00 feet, an are distance of 269.65 feet and a chord bearing and distance of North 86'46'47" West 269.56 feet; 8) North 89°22'50" West 75.00 feet; 9) along a curve to the left having a radius of 25.00 feet, an arc distance of 39.27 feet and a chord bearing and distance of South 45'37' 10" West 35.36 feet returning to the POINT OF BEGINNING NO.2, containing 0.790 acres more or less. 3�S �f TAiL OFFO,,��� SA NO. 5 : Q r FINAL PLAT OF: LOT 4, EPA-TALLEY ROAD ADDITION AND R.O.W. DEDICATION OF REMINGTON COVE LITTLE ROCK, PULASKI COUNTY, ARKANSAS SCALE: 1"= 40' 500-01N-13W-0-22-430-60-1995 Job: EWI-08-01 Scale: 1"=40' Date: 06-05-2008