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Home My WebLink AboutZ-7854-E Map 3A = 90.00'00" T = 25.00' R = 25.00' L = 39.27' N 45037'10" E 35.36' CH. 1/2' REBAR W/CAP SET lm. 1/Y REBAR W/CAP SET W Z J CD _z g DO SET 'X' IN CONCRETE }15' UTILITY EASEMENT l4J I 1 DEDICATED THIS PLAT - - - - A = 01'38'52" T = 42.71' R = 2970.00' L = 85.42' S 88033'24" E 85.42' CH. j 70' BUdLDING LINE LOT 6 1.387 ACRES f REMINGTON COVE 60' R/W - SET 'X' IN 15' UTILITY E DEDICATED T1 A = 03'33'15" T = 92.15' R = 2970.00' L = 184.23' S 85057'20" E 184.20' CH I - 70 BUILD NG LIN -E-- -E-- I I ml0 I �IN CI LOT 5 1.381 ACRES f 1 - - N 8803842" W 181.18' - - ANGLE IRON FOUND SW CORNER, NW 1/4, SECTION 22, T -1-N, R -13-W CERTIFICATE OF SURVEYING ACCURACY j, 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. Z& Az k " '�Ar�-7 Ult, Date of Execution Grego . 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 i accordance with this plat. s // Date of Execution Name BWWP. LLC Address 220 NORTH KNOXVILLE AVE RUSSELLVILLE. AR 72801 Source of Title: INST. NO. 2007070873 1/2' REBAR- nU.r w/CAP SET N 88038'42" W 184.00' CERTIFICATE OF ENGINEERING ACCURACY I, JERRY J. KELSO , 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 mplied with. 8/2-7 i Date of Execution er J. Kelso R istered Professional E gineer No. 9407 Arkansas 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. 513c 1;w L � Date of Execution L.R. Planning Commission SET 'X' IN LOT 4 EPA-TALLEY ROAD ADDITION DOC. NO. 2009005358 LI ,. V .. ll Vi.Li_iYi1_11 i !_ I [Yii_I+1T INSTRUMENT N0. 86-11716 CERTIFICATE OF RECORDING This document, number filed for record 20-, in Pilot Book-, Page (Signed) � 1L ,� 117 _'� Clerk ,•`'��E CIR[V�'•,, 2011031897 Received 611!2011 8 31 36 AM 04 .�: •:•.�` Recorded, 06/01/2011 0835 12 AM Flied & o Recorded In Official Records of Larry Crane, =W Q y' PULASKI COUNTY CIRCUIT/COUNTY CLERK _ Fees $15.00 "'CO�4 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.0501810084 F, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19,2001. OWNER & SUBDIVIDER: BWWP, LLC 220 NORTH KNOXVILLE AVENUE RUSSELLVILLE, AR 72801 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) ARKAN�AS REGISTERED x"1271 r1 0 s SYMBOLS. FOUND IRON PIN SET IRON PIN LEGEND (EXISTING) LINIENDIRK EASEMENT - RIGHT OF WAY PROPERT LINE ROAD CENTERUNE VICINITY MAP N.T.S. 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 1 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 00037'10" East 314.27 feet to a point on the Southerly right-of-way line of Remington Cow, thence along said right-of-way line, on a curve to the right having a radius of 25.00 feet, an arc distance of 39.27 feet, and a chord bearing and distance ofNorth 45°3TIO" East 35.36 feet; thence continuing along said right -0f --way line, South 89'22'50" East 75.00 feet; thence continuing along said right -0f --way lin;; 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 are distance of 184.23 feet, and a chord bearing and distace of South 85°57'20" East 184.20 feet; thence South 01'21'18" West321.75 feet; thence North 88°3842" West 365.18 feet to the POINT OF BECI N'NING, containing 2.768 acres more or less. �4&e %tttuulftf,, CTaPHIC SCALE IN FEET �.4 GISTE, -*STATE OF'•, 10: 3C' 30' ARKANSAS ' NO 2'6967 4 BASIS OF BEARING- GRID NORTH, ARKANSAS STATE �'sfZ�6 j PLANE COORDINATE SYSTEM, NORTH ZONE 103011, / DETERMINED BY GPS OBSERVATIONS. APPROXIMATE T S,. ' Cj ��' CONVERGENCE ANGLE IS, -00" 13' 47.6351 ". "LA� DISTANCES ARE STATE PLANE GRID DISTANCES i f t i l t t 1111`` COMBINED ADJUSTMENT FACTOR =1.000040739. 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 w 11 Crafton Tull ® engineering I surveying 501 664 3245 t 501 664 6704 f www craftontull corn CERTIFICATE OF AUTHORIZATION „„o""""'^'n.,,, 0 F AMlyo� CRAFTON, TULL & ASSOCIATES, INC K No 109 J =0 gRTANSAI Ew,1NE�R FINAL PLAT OF LOTS 5 161 EPA-TALLEY ROAD ADDITION, LITTLE ROCK, PULASKI COUNTY, ARKANSAS TALLEY ROAD LITTLE ROCK, ARKANSAS Key Plan No Deacupeon 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 PROIECTNO 108078-00 ISSUE DATE 05/25/11 CONTACT G SULLIVAN CHECKED BY C 2011 Crafton, Tull & STATE PLANE COORDINATES NORTHING EASTING 1 136196.2911 1193391.4767 2 136500.5410 1193394.7658 3 136525 2693 1193420 0346 4 136524 4586 1193495.0302 5 136522 3071 1193580.4200 6 136509 3156 1193764.1641 7 136187.6551 1193755.5552 8 136192.0064 1193572.6066 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 1 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 00037'10" East 314.27 feet to a point on the Southerly right-of-way line of Remington Cow, thence along said right-of-way line, on a curve to the right having a radius of 25.00 feet, an arc distance of 39.27 feet, and a chord bearing and distance ofNorth 45°3TIO" East 35.36 feet; thence continuing along said right -0f --way line, South 89'22'50" East 75.00 feet; thence continuing along said right -0f --way lin;; 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 are distance of 184.23 feet, and a chord bearing and distace of South 85°57'20" East 184.20 feet; thence South 01'21'18" West321.75 feet; thence North 88°3842" West 365.18 feet to the POINT OF BECI N'NING, containing 2.768 acres more or less. �4&e %tttuulftf,, CTaPHIC SCALE IN FEET �.4 GISTE, -*STATE OF'•, 10: 3C' 30' ARKANSAS ' NO 2'6967 4 BASIS OF BEARING- GRID NORTH, ARKANSAS STATE �'sfZ�6 j PLANE COORDINATE SYSTEM, NORTH ZONE 103011, / DETERMINED BY GPS OBSERVATIONS. APPROXIMATE T S,. ' Cj ��' CONVERGENCE ANGLE IS, -00" 13' 47.6351 ". "LA� DISTANCES ARE STATE PLANE GRID DISTANCES i f t i l t t 1111`` COMBINED ADJUSTMENT FACTOR =1.000040739. 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 w 11 Crafton Tull ® engineering I surveying 501 664 3245 t 501 664 6704 f www craftontull corn CERTIFICATE OF AUTHORIZATION „„o""""'^'n.,,, 0 F AMlyo� CRAFTON, TULL & ASSOCIATES, INC K No 109 J =0 gRTANSAI Ew,1NE�R FINAL PLAT OF LOTS 5 161 EPA-TALLEY ROAD ADDITION, LITTLE ROCK, PULASKI COUNTY, ARKANSAS TALLEY ROAD LITTLE ROCK, ARKANSAS Key Plan No Deacupeon 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 PROIECTNO 108078-00 ISSUE DATE 05/25/11 CONTACT G SULLIVAN CHECKED BY C 2011 Crafton, Tull &