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HomeMy WebLinkAboutS-00516-D Map 2NW CORNER PLOT %Y ° x5' 06" E EASEMENT �i a2 I i, I I 0II lw /0 9 8 7 6 I � BUILDING U Eti I 80' 13 50' I / �O ?0 ' "— 63 II 20 m Ib Ct�,0 M 3 EASEMENT V Lb 3i . 95. O hCIO \ i2 / \ 20 ,J 5700' o,,m \ 33. 14 0, � � Ii IG BUILDING LINE i\ \ Z 13 \ Oo/ /6 aC / / p 84 008 A L _ _ EASEMENT \- •1 \ _ _ $y o43 97.43 --- 16oA9 142.71'— — `> 043' 142.00' ` s 1 589 034 20"W 344.64 .h N 86 023'20 "W —97.43 _ ti RIDGE ��9120 I PLEASANT D r• i S W CORNER PLOT 'H GENERAL NOTES 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 AT INTERSECTIONS OF STREET RIGHTS - OF - WAY ARE 251. LEGAL DESCRIPTION 5 4 3 L -- BUILDING I 17' 43' N 60, 65 BRANCH .17 THIS SITE ---- --------- - FT- LLLL -7 �r 00 it 2 1 b VICINITY MAP — I 60' 82, DRIVE -sue I Q 60 70' 5219 a 60' a� 60' N 09 % BUI ING LINE / LLI 9018 19 20 21 22 01 `fl v, EASEMENT, — — _ -. VT — -------� -- --- 1 i--- II 23 r-,i 17 26 1 25 0 0 — — E ASEM 24 m 993 60, _. _r� _l N83940'40" w 60• 91 N ,?6v55. 40.. - _I -- 3�42' N 8Q° 26' 55" W 84.90' Part of Plot "H", Wooaland 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 being located on the West right-of-way line of Fairview Road; thence S 1014'40" 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 left, having a chord bearing and distance of N 83"40'40" 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 86023'20" w, 97,43 ft. to a point on -the West line of said Plot 'N", 78.87 ft.. N 1°50'50" W of the Southwest corner thereof; thence A'1°50'50" W'along said West line, 350.0 ft. to the Northwest corner ti*reof; thence N 88°35'06" E along the North line of said Plot "H", 732.4; ft. to the point of beginning, containing 6.7952 Acres more or less. 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. Bate of Execution Joe D. White Registered Land Surveyor No. 534, 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. Rate of Execution ig7g- V4`1 D.R. Page Address Instrument No. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL - - -I _ - n=°.^cRsy- certify- ths-t this --- plat correctly represents a plan made by me, Pursuant to the Little Rock Subdivision Rules and that the engineering requirements of the and Regulations, and all of the conditions of Little Rock Subdivision Rules and Regulations approval having been completed, this docu- have been complied with. ment is hereby accepted. This certificate is hereby executed under the authority of said Rules and Regulations. Rate of Execution Timothy E. Daters Date of Execution Little Rock Planning Registered Professional Commission Engineer No. 5033, Arkansas CENTERLINE CURVE DATA "-.URVE NO a p T L D 59015,59" 460 70.85' 128.84' (2) 30 04 4'0/ " 460 -4423' 66. 81 ® .13032'00 8° 8497 169./T ® 13°30' S. 84.76' 168.75, SO 13 °32' 8. 84.97' 169.17' N © 35050' 89 231.56' 447.92' 50 0 50 100 150 .100 GRAPHIC SCALE IN FEET n CERTIFICATE OF RECORDING This document, number , filed for record 19 in Plat Book , Page me �I/AR ANSAS� ti 4",°G1STE%'o,. • "� ' STATE OF.. RE61STERED \� psi b:ARKANSAS � PR0EF.SS10NAL �� - z,; • no. 534 : o ENGINEER iS b° i:. • w Gj I b lh sc anal ; cj N�io/ .5E03O3 P,���O �"......... ,''nIj C�V ,�� �iA�✓ 14�0�( ''' (i}�,,,,• �, pub a�.: Ali d, �4✓ l I ( vloio- ' U�%� � e re � E / FINAL PLA T d� ` b' V y4,41 ,a° y ✓' Ef r✓ f,V G, ` �v �\� LOTS I THRU ?.6 �,. 0 4 9 � r Yy t1� to `k CEDAR BRANCH RASE i �ot��� 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 , PU LASKI COUNTY, ARKANSAS Scf�-E I" - 50' SEPTEMBER 14,[988