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HomeMy WebLinkAboutS-1574-A Map 1FOIE UND i ANGLE IRON O L6 q- N S88'20"54"E CURVE & CENTERUNE DATA 0 0 Q 0 Q 665.350 A 9040VO0" A 05'12'10" A 49.39'34" A 279'21'34" A 49-42'03" A 0512'07" R 25.00' R 3030.00' R 25.00' R 60.00' R 25.00' R 2970.00' A 39.27' A 275.14' A 21.67' A 292.54' A 21.69' A 269.65' T 25.00' T i 37.66' T 11.57' T 00.00' T 11.58' T 4,34.92. S 44`22'50" E 35.36' CH. o S 89*22*50" E 75.00' p w 89'i " CC 01 000 r 0 75.00 J z N 89*22W 1 S 45"37'10" WO 35.366' CH. P.O.B. NO.2. N n W O O O z DEDICA11ON PLAT 0,79 ACRES +/- MrorewA ,,; . O N 70*59'33" 21.00' CH. N 864647" 1N 269.56' S 59*19'42" E 21.01' CH. 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 OCTOBER 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-O-W AGREEMENT EASEMENT ,�!f STRUMER°T N0. 86-11716 P.O.B. N O. 1 . iF S 8803842 E 365.18' ANGLE IRON FOUND SW COR. NWl/4, SEC. 22, T-1-N, R-13-W o 12" PINE S25'54'09"W 20.41' 20" PINE 9 N12"10'05"E 18.57' 20" ASH C, N55'1359"E 44.28" UI f a POINT OF COMMENCEMENT ANGLE IRON FOUND 00 a SW COR. NW1/4, SW1/4 SEP. 22 T-1-N, R- 3-W z 16 OW 0 S41.46'33 E 54.82' 12" PINE 0 S03'17'05'W 39.09' 2e OAK 0 N24'32'08"W 9.34' Date Notes By I Designed Checked SDG Drawn SDN Approved WAS FD. 1/2- REBAR (D ® @ A 90'00'00" A 139.40'47" A 05i3'23" R 25.00' R 60.00' R 3000.00' A 39.27' A 146.27' A 273.49' T 25.00' T 163.43' T 136.84' w E 00 n N ro N N r` u7 O O •I S 844)9'26" I E 167.72f © i UT1L� ENT 1 � � ` TBB CKDING--� 15' UTILITY �\ EASEMENT r BOG '10g4,�'A " 00 .(N Y n V m to CYJ Z clq a n c! W LOT 4 m 0 2.169 ACRES± o z g • C� J Op V) 0 M _ 40' BUILDING SETBACK N 88.38'42' W 189.88' , N8 W *296.28 NORTHING=136187.6551 FASTING=1193756.5552 MEHLBURGER BRAWLEY THE MERGING OF NR5, INC THE MEHLBUR13ER FIRM - BRAWLEY ENGINEERING CORP. 10 N. 5HACKLEFORD PLAZA SUITE 100 LITTLE ROCK, AR 7221 1 15011 375-5331 - 15011 375-7452 FAX NORTHING=136180.6485 EASTING=1194052.7517 APPROVEDCENTRAL ARKANSAS WATER PLANS •.• EASEMENTAPPR._ ED BY •_ -7.�a i S88'29'54'E 1" PIPE FOUND 60.89' EAST AND 1.66' SOUTH OF NE CORNER OF SUBJECT PROPERTY 665,09' NAIL IN DISK FOUND 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 surveyirg requirements of the Little Roc !¢�Subdivision Rules ant Regulations have been complied with. Date of Execution Wm. Allen Smith Registered Professional Land Surveyor No. 1095 Arkansas CERTIFICATE OF ENGINEERING ACCURACY 1, WES LOWDER , 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 Wes Lowder Registered Professional Engineer No. 4943 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 of-, plat and subdivide said real estate in accordance wit± this plat. BWWP, LLC - Date of Execution Name 220 North Knoxville Ave Address Russellville, Arkansas 72801 Source of Title: D.R. Page _ 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. Date of Execution LR. Planning Commission CERTIFICATE OF RECORDING This document, number filed for record 2D_, in Plat Book , Page (Signed) S 88ZW42' E -zu X541' {h' biVy 4-(A PART OF THE 11 1/2 OF TFE S 1/2 OF THE SW 1/4 OF THE N% 1/1- OF SECTION 22, T-1-N9 R-13-W. LITTLE ROI;K, PULASKI COUNTY, ARKANSAS Cleric 665.32' RRE.BA(t2• 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 I 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 88°38'42" 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 59019142" 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 84009'26" 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 0097' 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; thence continuing North 0097' 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 86046'45" 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 70'59'33" East 21.00 feet; 5) along a curve to the right having a radius of 60.00 feet, an are 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 59019'42" 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 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 are distance of 39.27 feet and a chord bearing and distance of South 45037' 10" West 35.36 feet returning to the POINT OF BEGINNING NO.2, containing 0.790 acres more or less. p� P 6qPj r N rl �� STATE O. .0 ", %mil '�� iz•ai-o8 �' ARKANSAS 095 IS '°otrntm.V0 FINAL PLAT OF: LOT 4, TALLEY 11OAD ADDITION LITTLE ROCK, PULASKI COUNTY, ARKANSAS Vj 40 20 0 40 80` - - SCALE: 1"= 40'J,. 500-01 N-1 3W-0-22-430-60-1995 Job: EWI-08-01 Scale: 1"=40' Date: 06-05-2008 Sheet: 208-133 Ji