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HomeMy WebLinkAboutS-1574-A Map 4SSMH ® FD. 1/2" S88029154"E 665.35' REBAR W/CAP FOUND 190.20' ` ANGLE IRON I SSMH I III . M N I I IH- W I I OLLJ rr) Z N n W WII I Iw CURVE & CENTERLINE DATA 3 LLJ� O O W ^t I I Iuj LLJ A 90'00'00" A 05'12'10" A 49 39'34" A 279'21'34" z o6 O N N R 25.00 R 3030.00 R 25.00 R 60.00 N A 39.27' A 275.14' A 21.67' A 292.54' o I I Ih O N0 I I Iz T 25.00' T 137.66' T 11.57' T 00.00' z 0 0 I A 49'42'03" A 05*12'07* A 90.00'00" A 139040'47" A 05-13'23" I I R 25.00' R 2970.00' R 25.00' R 60.00' R 3000.00' N A 21.69' A 269.65' A 39.27' A 146.27' A 273.49' T 11.58' T 134,92' T 25.00' T 163.43' T 136,84' _ N � O MIII'0 S 44*22*50" E III 35.36' CH. QQ III o S 89'22'50" E III N 70 59'33" E 00 0 75.00 21.00 CH. 46' 5» 27 .0 C - 8 09' 7" oI I o W 89' 2, E N O 3 2' E 7 9 C , r 4 � S 84'09'26" o - - a --�E 16 7. 72, " „ � 15' UTILITY "-,-"- �.._ - - 1! - 10 UTILITY EASEMENT I j Z ��9 �jSj EASEMENT N 86 46 47 W 269,g6' to 4Q , % �_ SSMH J S 45037'10" W (D SSMH © 1- 5 12 / 35.36' CH. R/W DEDICATION S 59019'42" E / N O. n THIS PLAT 0.79 ACRES +/- 21.01' CH. 15' UTILITY P.O.B. G EASEMENT I� N 4 0 n W 1, 01 r 0 0 z io W R ao 0 00 0 0 z GENERAL NOTES 1. BASIS OF BEARINGS: PAGIS MONUMENTS 2048 AND 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 OC'TOBER 19, 2001 3. 1/2" REBAR WITH CAP SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 4. ERROR OF CLOSURE EXCEED 1:20,000. �21' R -OW AGREEMENT EASEMENT INSTRUM-�IT NO. 86-11716 S 883842" E 365.18 ANGLE IRON FOUND SW COR. NW1/4, SEC. 22, T-1-N, R-13-W 12" PINE 0 S25'54'09"W 20.41' 20" PINE 0 N12'10'05"E 18.57' 20" ASH 0 N55'13'59"E 44.28" POINT OF COMMENCEMENT ANGLE IRON FOUND SW COR. N W1 /4, SW14 SE. 22, T-1-N, R-6-W 16 OAK ® S41'46'33 E 54.82' 12" PINE 0 S03'17'05'W 39,09' 24" OAK 0 N2432'08"W 9.34' Designed Checked SDG Drawn SDN Approved WAS 0J\�OG G in 1134�v N NO W 00 LOT 4 0 2.169 ACRES± z couttl'/, S88029'54"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 I, 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. �Tv, f'72aD9 Date of Execution Wm. Allen mith Registered Professional Land Surveyor No. 1095 Arkansas CERTIFICATE OF ENGINEERING ACCURACY 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 beegr complied with. 2u 2,001 Qr� q. �N� +••� 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 Na a WWP. LLC Address 220 North Knoxville Ave. Russellville. Arkansas 72801 Source of Title: D.R. Page 4VV1u1v0f0 Instrument No. 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. Dike of Execution L.R. Pj59 Received: 1/ l2 12:40:54 PM COmrrftg6y��: 01/27/2000 12: PM Filed 8 Recorded in Official Recwds of PAT O'BRIEN, PULASKI COUNTY CIRCUI'F/COUNTY CLERK Fees $16.00 CERTIFICATE OF REC fG This document, umber f �t filed for record ilig in Plat Book , Page- P.O.B. N0•1 Clerk N 88'38.42" W 189.88' h NORTHING=136180.6485 �O EASTING=1194052.7517 N 88'38�427 W 296.28 'o. A �"o' NORTHING=136187.6551 S' FD. 1 /2" S 88'38"42'" E 665.32' �' EASTING=1193756.5552 REBAR W/CAP I /26 1 2005 MEHLBURGER BRAWLEY THE MERGING OF NRS, INC THE MEHLBURGER FIRM - BRAWLEY ENGINEERING CORP. 10 N. SHACKLEF13RD PLAZA SUITE 100 if LITTLE ROCK, AR 7221 1 [5011 375-5331 - [5011 375-7452 FAX s 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 FD. 1/2" REBAR --e VICINITY MAP Lot 4 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 South 88038142" East 365.18 feet to the POINT OF BEGINNING NO.1; 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 59019'42" 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 75°40'57" 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 0003T 10" 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; t$w,nce 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 89022'50" 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 86°46'45" 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 70059133" East 21.00 feet; 5) along a curve to the right having a radius of 60.00 feet, an arc ($stance of 292.54 feet and a chord bearing and distance of South 05°50'33" West 77.65 felt; 6) along a curve to the left having a radius of 25.00 feet, an arc distance of 21.69 feet *id a chord bearing and distance of North 5901914211 West 21.01 feet; 7) along a curve to the left having a radius of 2970.00 feet, an arc distance of 269.65 feet and a chord bearitig 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 39.21 feet and a chord bearing and distance of South 45°37' 10" West 35.36 feet returning [ the POINT OF BEGINNING NO.2, containing 0.790 acres more or less. ,,.%�`��1ST 1''%. ........... �. STA1E OF CAtrSAS NO. 095 a _ 4tEN , FINAL PLAT OF: LOT 4, EPA-TALLEY ROAD ADDITION AND R.O.P. DEDICATION OF REMINGTON COVE LITTLE ROCK, PULASKI COUNTY, ARKANSAS PI AL PLAT �wj( BY: DATE: C 4O 20 �a 0 40 80 SCALE: 1 "= 40' 500-01N-13W-0-22-430-60-1995 Job:EWI-08-01 Scale: 1"=40' (Date: 06-05-2008 208-133