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HomeMy WebLinkAboutS-0128-VV Map 8a I VICINITY MAP e NOT TO SCALE 3 k R LEGAL DESCRIPTION Tracts 311, 312, 313, 328, 329 and part of Tracts 314, 327 and 330, Woodlown Farm Acre Tracts. Little Rock, Arkansas, all more particularly described as: Beginning at the Northwest corner of Tract 311, said Woodlown Farm Acre Tracts; thence S88'02'39"E along the North lines of Tracts 311, 312, 313 and 314, said Woodlown Farm Acre Tracts, 513.91 ft. to the Northwest corner of Lot 10, Longlea X Phase 2, Little Rock, Arkansas; thence along the Westerly boundary of said Longlea X, Phase 2, the following bearings and distances: S01'56'44"W, 129.90 ft.; N88'04'36"W, 55.00 ft.; S01'57'46"W, 349.52 ft.; N87*28'45"W, 11.79 ft.; S02'27'49"W, 168.13 ft. to the Southwest corner of Lot 25, said Longlea, Phase 2, said corner lying on the North line of Lot 26, said Longlea X Phase 2; thence N88'43'13"W along the North line of said Lot 26, 42.26 ft. to the Northwest corner of said Lot 26, said corner also being the Southeast corner of Tract 328, said Woodlown Farm Acre Tracts; thence N88'54'58"W along the South lines of Tracts 328, 329 & 330, said Woodlown Farm Acre Tracts, 354.90 ft. to a point on the Northerly right—of—way line of Hinson Road; thence N70'48'58"W along said Northerly right—of—way line 45.07 ft. to a point on the West line of said Tract 330, Woodlown Farm Acre Tracts; thence N1'28'01"E along the West lines of Tracts 330 & 311, said Woodlown Form Acre Tracts 640.03 ft. to the point of beginning, containing 6.9213 acres more or less. — PAGIS MARKER 1534-020 (12063-0028) (168,130.74) (1,181,146.27) 88.79' %Z 85.00, 10 io 16 15 M N N N C� h O CURVE LENGTH DELTA RADIUS TANGENT C 1 83.67ft 25'06'04" T i 90.99ft 42.52ft C2 1 16.60ft 89'04'38" j 75.00ft 173.80ft S88'02'39"E 513.91' 85.00, a� 1 85 00' ad 85.00. 85.00' easemehl 6 6 0 14 N 13 N 12 85.00' 1 (4a 85.00, 4 85.00' HONEY BEAR DRIVE Q TT 1488'04'36"W 55.00' s 0 54.13' 1 12.42' 85.00' 9° 85.00' I 252_buildir,0 line tD III as C! C C O - 17 75 76 77 d. L 1 n h � � 1 i 0 fJ, �r W •_ 1-1. a1J' - - - - 111.J5' '' _-8`:.�.'0. _. __ ecsemera 9d _ 85.00, a O io-- �4 O z O 18 1 q 9 e � ' m E ._. r of O •_ - . EU n 74 73 72 N I a 19347' N 111529'I I 25' T 25' = s* r —... --- , 19 a ea6emenl H � o N \tOS51' \ -- 61 .03' 4, r r, v� 85.00, - W - N87*28'45" W 1 1.79' o \ BROWN BEAR DRIVE $ tiff � 3 39.6 e Esc. 90.00, °+� i? 90.00, - � 20 T 25' Dwlding �e �`— -- -- - �5 ry s 00 21 N x roseTEa 22 23 m 3 IN N .•� Y -_- _.easement. '' �� N N� a485B"W 0 85.58' �21 131 .6G' 90.02' e$ 47. %0' 4233' S88'54'58"W 354.90' C' 04" ?1'' 45 0�• NIIyS0IV RogD S88'43' 13" W 42.26' —PASS MARKER 1534-019 (12063-0029) t68,099.01) 415.98' #__e� 1, 182,075.62) F-- O U Of m Y U m I I III rl 1 I l 1 i STATE PAGIS COORDINATES POINT# NORTH EAST 1 168,130.74 1,181,146.27 2 168,1 13.20 1,181,659.88 3 167,983.39 1,181,655.47 4 167,985.24 1,181,60C.53 5 167,635.92 1,181,588.56 6 167,636.43 1,181,576.78 7 167.468.45 1,181,569.55 8 167,469.39 1.181,52 7.30 9 167,476.11 1,181,172.47 10 16 7.490.92 1,181,129.96 @ SWET rO.: case.�,Tent QAA,vNari_...me._, Easement Re,%.ired Date 9¢ 8y c CERTIFICATE OF OWNER CERTIFICATE OF SURVEYING ACCURACY 1. 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 BEEN COMPLIED WITH. AVE ) , A�li /H mJvj/ZV DATE OF EXECUTION DATE OF EXECUTION jv JOE D. WHITE D.R. PAGE - REGISTERED LAND SURVEYOR ADDRESS N0. 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 1_IT7LE 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' GE-N-E—RAt NOTES 1. IRON FINS 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: 0.06'/10,000' PLAT OF LOTS 11 - 23, 72 - 77 L ONGLEA X�P_h_qse___ s An Addition to the City of Little Rock, Arkansas Being a Replat of part of Woodlown Form ,Acre Tracts © WHITE-DATERS & ASSOCIATES, INC. / CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING • 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 NOTE: Bearings and distances are based on State Plane Datum DATE: 2/24/94