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HomeMy WebLinkAboutS-00516-D Map 1N W CORNER PLOT H OI O h M O h 0 Z 51 N86023'20'{V-97. 4J" a�9i zo " I m� Co S W CORNER PLOT H GENERAL NOTES i'LCAJAIV I ALL COMMON DRIVEWAY EASEMENTS SHOWN ARE TO BE USED FOR COMMON DRIVEWAYS, UTILITIES AND/OR DRAINAGE UNLESS OTHERWISE INDICATED 2. ALL EASEMENTS SHOWN=--- ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE UNLESS OTHERWISE INDICATED 3. IRON PINS ARE SET AT ALL LOT CORNERS 4. LOTS WITH ROUNDED CORNERS ARE MEASURED TO POINT OF INTERSECTION OF LOT LINES. 5. ALL DISTANCES SHOWN ALONG CURVES ARE CHORDS. 6. ERROR OF CLOSURE 0.53'/5000 7. ALL RADII A INTERSECTIONS OF STREET RIGHTS - OF - WAY ARE 25. N 76'°SS• 4p.. 3(4P• W LEGAL DESCRIPTION_ Part of Plot "H", Woodland Heights, a subdivision of the NE 1/4, SW 1/4, and NW 1/4, Section 21, T-2-N, R-13-W, Pulaski County, Arkansas, more particularly described as:, Beginning at the Northeast corner of said Plot "H", said corner 0eing located on the West right-of-way line of Fairview Road; thence .i 1'14'40" E along the East line of said Plot "H", 411.81 ft. to a point; thence Northwesterly along the arc of a 691.20 ft. radius curve to the right, having a chord bearing and distance of N 80°26'55" W, 84.90 ft. to a point; thence N 76°55'40" W, 31.42 ft. to a point; thence Northwesterly along the arc of a 741.20 ft. radius curve to the.teft, having a ,,,hord bearing and distance of N 83040'40" W, 174.62 ft. to a point; thence S 89'34'20" W, 344.64 ft. to a point; thence Northwesterly along the arc of a 691.20 ft. radius curve to the right, having a chord bearing and distance of N 86623'20" W, 97.43 ft. to a point on -the West line of said Plot;"H", 78.87 ft., N 1°50'50" W of the Southwest corner thereof; thence,N 1'50'60" W along said West line, 350.0 ft. to the Northwest corner t4ereof; thence N 88035'06" E along the North line of said Plot "H", i;i;1,47 ft. to the point of beginning, containing 6,1952 Acres more or less. I RM Si L N 80' 26' 55" W 84.90' THIS SITE -------------- VICINITY MAP CERTIFICATE OF SURVEYING ACCURACY I, Joe D. White, hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon actually exist and their location, type and material are correctly shown. to of Execution Joe D. White Registered Land Surveyor No. 534, Arkansas CERTIFICATE OF ENGINEERING ACCURACY -`- -- -`T; Ti-�,o [*: `. Gt_ P.,�"r'e-r,T-'^- ,fig-_er tify 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. CENTERLINE CURVE DATA . URVE NO a J T L (D 59015 '59" 460 70,85' 128.84 (2) 30 04 4 01 " 460 3423' 66. 81 ® 13032 00" 80 8497 169./T ® 13*30, B. 84.76 168.75' O5 13032' 8- 84.97' 169.17' © 35050' 8' 231.56' 447.92' 50 0 50 100 150 :00 GRAPHIC SCALE IN FEET Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas CERTIFICATE OF OWNER We, the undersigned, owners of the real es- tate 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. Bate of Execution i30g- C.41 D.R. Page Address 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 docu- ment is hereby accepted. This certificate is hereby executed under, the authority of said Rules and Regulations. Date of Execution Little Rock Planning Commission CERTIFICATE OF RECORDING This document, number , filed for record 19 , in Plat Hook Page Name /0o Sj k T[ OE%Z ,J Art CA 'SA RFGiSTill ED P 1'6 0 F E S S 10 N A L ENGINEER ,.. No.5033 ��il )tiy E Op" 0"0 FINAL PLAT LOTS I THRU 18 `�,,, u n u,,, •IGtSTER'10'%%, STATE OF 0 ARKANSAS - _ •0 N'O.534 Y- 0141 1 W i fr, 5 -'5I6.1) CEDAR LNTM/ CH PHASE PART OF PLOT 1iH11, WOODLAND HEIGHTS, A SUBDIVISION OF THE NE 1/4, SW 1/4, AND NW 1/4, SECTION 21 T- 2 N , R 13 • W , PU LASKI COUNTY, ARKANSAS SCALE I" - 50' SEPTEMBER 14, 1988