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Z-7854-F Map 4
T = 90.00'00" T = 25.00' R = 25.00' L = 39.27' N 45037'10" E 35.36' CH. 1/2' REBAR W/CAP FD.f G 1/2' REBAR W/CAP FD., OLS � \ o FOUND i PIN - - - - - \ • SET IRON PIN _ REMINGTON COVE 60' R/W - FD. Y IN 1/2' REBAR FD, 'x' IN CONCRETE W/CAP SET CONCRETE 15' UTILITY EASEMENT 4 25.00' 17.29' 18.71' - DOC. NO. 2015047224 15' UTILITY EAS -- -- -- - ^}- DOC. NO. 20150 = 00'49'55" I - - - T=21.56' "I I T7 -A=113.3' R = 2970.00' T = 113.32' R = 2970.00' L = 43.12' 25,0 S 88057'53" E 43.12 CH. L = 226.52' %$I COMM N ACCES EASEMENT S 86"21'49" E 226.47' Ch ' � DEDI ATED THIS PLAT ' 25_00 M 70' BUILDING LINE LOT 6R 1.066 ACRES f COMMON ACCESS EASEMENT DEDICATED THIS PLAT 0 W 00 cV O 70 BUILD UNE ------ I I �I w QN ^ w �j,0 3I U LOT 5R 1.702 ACRES f 5 CO., _ J17.29' 1/2' PAP 1/2• REBAR _ W CAP SE' w/CAP ED. N' 88038'42" W 138.89' ANGLE IRON FOUND SW CORNER, NW 1/4, SECTION 22, T -1-N, R -13-W CERTIFICATE OF SURVEYING ACCURACY I, GREGORY T SULLIVAN , 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. 2 /a Date of 'Execution Gregory T. Sullivan Professional Land Surveyor No. 1096 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 a e PRINC S INVESTMENTS, LLC AddresslO RIDGE DRIVE LITTLE ROCK AR 72227 Source of Title: DOC. NO. 2015047224 M `-PREVIOUS LOT LINE I I N 88038'42" W 226.29' - CERTIFICATE OF ENGINEERING ACCURACY I, BRADLEY A PETERSON __, 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 been complied with. Date of Execution Bradly Peterson n,r, Regis ed Professional -, ,,,, Engineer No. 13217 '' ��'� Arkansas CERTIFICATE OF FINAL APPROVAL4.' 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 regulatTR. t I lr Date of Execution la Hing FD. 'X' IN Ln N I� Icc to r LOT 4 EPA-TALLEY ROAD ADDITION DOC. NO. 2009005358 _ VT INSTRUMENT NO. 86-11716 CERTIFICATE OF RECORDING This document, number filed for record 20-, in Plat Book Page Clerk 1 2015079224 PRESENTED �SIIIIIIIIIIIIIIII�I,�-'II RECORDE2.21-2015^O 2307 AM D. 1 iVCounty Clerk In Official Reoords of Larry Crane Cfrcu PULASKI CO. AR FEE $15.00 FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 05119CO434G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED JULY 6, 2015. OWNER & SUBDIVIDER: PRINCESS INVESTMENTS, LLC 10 RIDGE DRIVE LITTLE ROCK, AR 72227 GENERAL NOTES: 1. 1/2 REBAR SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. ERROR OF CLOSURE EXCEEDS 1:25000. 3. BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATES. (AR NORTH - 0301) 00 --sl \ 1 E OF ARKANSAS No. 13217 500 Ey A. p�Z 1.1, 114 I©I IEGE��N��1��D (EppuXyyISTING) 1riI7V.LLYl1_EASEMENT - RIGHT OF WAY PROPERT LINE ROAD CENTERLINE cul VICINITY MAP N.T.S. STATE PLANE COORDINATES Little Rock, Arkansas 72211 EASTING 1194.9650 C[ 1193390.3090 2499.2149 engineering surveying 119339 3.59 81 P'NORTHING 3523.9432 1193418.86 69 4523.1325 1193493.8 626 5607.9895 CRAFTON, TULL & 1193762.9965 6186.3290 ASSOCIATES, INC. 1193755.3875 PROPERTY 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 I North, Range 13 West, Little Rock, Pulaski County, Arkansas, being more particularly described as follows: BEGINNING at the Southwest comer of said Northwest 1/4; thence North 0003710" East 304.27 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 fcet, an arc distance of 39.27 feet, and a chord bearing and distance of North 45°37`10" East 35.36 feet; thence continuing along said right-of-way line, South 89°22'50" East 75.00 feet; thence continuing along said right-of-way he, on a curve to the right having a radius of 2,970.00 feet, an arc distance of 85.42 feet, and a chord bearing and distance of South 88°33'24" East 85.42 feet; thence continuing along said right-of-way line, on a curve to the right having a radius of 2,970.00 feet, an arc distance of 184.23 feet, and a chord bearing and distance of South 85°57'20" East 184.20 feet; thence South 01021'18" West 321.75 feet; thence North 88°3842" West 365.18 feet to the POINT OF BEGINNING, containing 2.768 acres more or less. `,AfEtrr Ffrl/,r .� ,CsSSTEj�; •STAT E OF ••• ARK SAS 96 S r 111111 �Wn GRAPHIC SCALE IN FEET 30' 0 30' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301), DETERMINED BY GPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLE IS, -DOe 13'47.6351". DISTANCES ARE STATE PLANE GRID DISTANCES. COMBINED ADJUSTMENT FACTOR = 1.000040739. FINAL PLAT OF LOTS 5R & 6R, EPA-TALLEY ROAD ADDITION, BEING A REPLAT OF LOTS 5 & 61 EPA-TALLEY ROAD ADDITION, LITTLE ROCK, PULASKI COUNTY, ARKANSAS REMINGTON COVE LITTLE ROCK, ARKANSAS I Key Plan No. Descnpuon Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. amommow PROJECT NO: 108078-06 ISSUE DATE: 10/28/15 CONTACT: G.SULLIVAN CHECKED BY: © 2011 Crafton, Tull & Associates, Inc. 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 C[ Crafton Tull I engineering surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: .....rO'f""�.�, CRAFTON, TULL & r. ASSOCIATES, INC. ;d No. 109 yv moo,, �.P'tAM5A5 ENrt1N�'E0. FINAL PLAT OF LOTS 5R & 6R, EPA-TALLEY ROAD ADDITION, BEING A REPLAT OF LOTS 5 & 61 EPA-TALLEY ROAD ADDITION, LITTLE ROCK, PULASKI COUNTY, ARKANSAS REMINGTON COVE LITTLE ROCK, ARKANSAS I Key Plan No. Descnpuon Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. amommow PROJECT NO: 108078-06 ISSUE DATE: 10/28/15 CONTACT: G.SULLIVAN CHECKED BY: © 2011 Crafton, Tull & Associates, Inc.