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HomeMy WebLinkAboutS-0065-UU Map 9i Legal Description Part of Blocks 5, 6, 10, 11, 12 and 22, Neimeyer Grove and a portion of adjacent streets and alleys, Little Rock, Pulaski County, Arkansas, all more particularly described as: Beginning at the Northeast corner of Lot 322, St. Charles, an Addition to the City of Little Rock, Arkansas, said corner iying on the Southerly right—of—way line of Loyola Drive; thence Southwesterly along the Northerly lines of Lots 322 thru 327, said St. Charles Addition the following bearings and distances; S52'13'42'W, 99.58 ft.; S48'17'52"W, 207.57 ft.; S44'39'01"W, 95.05 ft.; S59'30'03"W, 82.28 ft. and S76'08'34"W, 140.52 ft. to the Northwest corner of said Lot 327; thence N25'27'21"W, 328.75 ft.; thence N74'37'39"E, 230.31 ft.; thence N55'00'59"E, 84.48 ft.; thence N48'17'41'E, 100.05 ft.; thence N45'57'59"E, 95.26 ft.; thence N40'55'160E, 60.0 ft.; thence S4953'50"E, 40.89 ft.; thence N41'06'09"E, 147.42 ft.; thence S8606'33"E, 102.73 ft.; thence S02'16'05"W, 282.43 ft. to a point on the Northerly right—of—way line of Loyola Drive; thence S4T01'16"W, 60.04 ft. to the point of beginning, containing 5.0644 Acres more or less. CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD C1 1128.41ft 07-42-16" 1 954.93ft I 64.30ft I N45'51'38"W 1128731ft NOTE: Bearings and Distances are based on State Plane Datum. S8906'33"E 102.73' BOUNDARY PAGIS COORDINATE ,,�� 5� �R� 268 25'B.L POINT# NORTHING EASTING fog` 1 157,455.97 1,182,066.64 2 157,317.88 1,181,911.66 3 157,250.26 1,181,844.86 10 4 157,208.50 1,181,773.97 5 157,174.84 1,181,637.54 0o Y� 267 6 157.471.68 1,181,496.23 y� o 7 157,532.73 1,181,718.30 8 157,581.17 1,181,787.52 �o \ • o N 9 157,647.73 1,181,862.22 9��� �y 5a�. H 10 157,713.94 1,181,930.70 11 157.759.28 1,181,970.00 90 12 157,732.40 1,182,000.81 13 157,843.48 1,182,097.73 311 8731' 14 157,840.10 1,182,200.40 Or' e F C) 15 157,557.89 1,182,189.23 �� 16 157,516.96 1,182,145.30 k,� ` O / 312 5 ,oL�o �\ ��6, 15 b 321 82'24' ^ A' , 313 o i 6\ l o �9 N� 4 3 � ssp5, �'t goo 06, ' �°' • �,0,0 ^� ( / 00 ,LN'S 6 - 314 h .� �P� P 320 9 j S , ' ti �Q) 9902'. K t OP 9 315 62.68' o / 9P 12722' ' 31911 A,9003' , 7'IQ y 50'R- �. 4 5emenl .:� 318 m . r 1.° 1 4 6 ,J. n 04 P41JL 6j0 316 25 M Q:) 317 d) Po ,?� col- L 0 n o 326 '2 J y 31 THIS PROJECT , RECORDED PLAT BOOK 1 PAGE 100 o HINSON RD. ROpNE,,, c 0 (Y w J RIDGEHAVEN RD. > -' c a a cn I a � ST CHAR LES ADD. z Li MARA LYNN RD. z T-1—N W. MARKHAM ST. 6 VICINITY MAP NOT TO SCALE CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE. SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION DATE OF XECUTION JOE D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL — — ---- ENGINEER NO. 5033. ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD_ , 19 IN PLAT BOOK PAGE . 50 0 -- -- 100 GRAPHIC SCALE IN FEET SCALE: 1" = 50' GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL. EASEMENTS SHOWN -- -- — ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORDS. 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSURE: 0.23'/10,000' Plat of lots 267, 268 and lots 311 321 S T CHARLES BEING A REPLAT OF PART OF BLOCKS 5, 6, 10, 1 1 , 12 & 22 NEIMEYER GROVE LITTLE ROCK, PULASKI COUNTY, ARKANSAS An Addition to the City of Little Rock, Arkansas © WHITE-DATERS & ASSOCIATES, INC. ai CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 DATE: 2/24/94