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S-0161-D Map 2
CURVE DATA OI A = 45048' 171' O2 A = 1260 20' 20" 0 A = 210 09'21" D=37 R = 154.85' D R =49 =116.93' D=31 R =184.83' I I L=123.80' L =257.83' L = IS& 24' T= 65.42' T =231.18' T = 34.52' b ® 0=25047'58" O5 A =26009'21" © A =3022'25" D =10 D =22 D =6 R = 572.96' R = 260.43 R = 954.93' 524027'36 "E- //.Bl _ L = 257.99' L =118.89' L = 56.23' T=131.22' T =60.50' N 89 °/B 139 r1E 47/ 3/ T = 28.12' h ti 18 1.01J 9°0 ttE ct,ti� �\ °34109 G� N 66 \ 20 h °M \� out r o° \ 32 6 on . \ \� ° O zt 0 u` 0 25 i �00 c' Bie \h � s \ ` 96'' ` s \ \ o N 6 �\ SORB Q' \ 5 \ 0 3 32. 34 00 O- 0 56 1 �\ / �ska �'��\` " A °�� �'\�� FOREST LANE 9`34 N ?. \\ \,y$h/� 83'23' 0�b v \ —0 - --o--opfi' -J is o° 'j, \ �� Z \ 00 V ° O oA°j\`JiAs, Zo. °��P \\ \p0 87°34 I.00 29.00, ?s044.87'0o NO. 45.00ov� 0.00.3 .2 0 O` �\ oON 37.91 �o h J it �:� \ 96 52' 6 —C+a -00 s.'7—�' sN— 90--�-- 00. \ \5 .Il O ib \ 2ro60' &0 �o a- o° 'SLOG. L NE � &� 0p�vi 3 ( I M t9 a3 0 T_ � \ 8 o to �4 ~ d \\� �\ 0 ° q \ \ \ 9232� BLOC 5 \ \ 960 49 6 O z \10 \ ✓ - r s 4,0 3 \\ /4 10 m v+\ D N B a 7 N O M 1 ��+y-°00 3� 158.26 \A0 m \ + i p O M - \ EEN AREA eg 54' j - LINE N GT - ACT D O 0> 20' BLDG O�— No 5 [i M \ - _ EASEMENT 0 33 1 °j " No _.t-__ � � 90a --__ �' \ i p0 0"s N EASEAAEN2N>o - - �� : °45.74 9 159.56 _ - - .8j u 0� r� Z,``,, p�= sJ 0C�b �"� otilF2.00 owe e-0 ° -A u cP \ Q W o 45. od, 0 - . p - _ , j �' 96 , n + Q CL_ \po 50.00 N _ o�^+ \ \ ' O o -@' 94023, + .J 15=1 (_i u960 3 -ry1 ">,n �'L a \g I nl uw 923 w Q, (p a- J._ - P, e 5/ I 1 OD n .� 0401 13 ` Cj.�"^� 20' BLDG. L NE O I 3\40` �6 96 3 I M /5 ;p 27A j 2� M ' •' M 01) 4� O /°� ���a186°46' 692 i R� 83.15 0� Zo 56.47 -- --v1-EASEMENT- 58.37 BUILDING 44.58 LQD to 40.00 p BLOC 40.00o 3-go 41 49 io to to s�0 60.25 co 0 4700 p in°g pd `' 37 t&t .38 cm to O :� 40 t° 4/ r4i 42 M 43 M 44 a y 0 0 \ $ h� 4,5 m h m s p o'� Ia BLDG. LN. o W_W 0p ^� s 4 lTo \NOON h - �o °a ati Z00 O T o O °f 8.20 OQ_No ar0 tM_ O S o Z °v 35.00 O 33.00 40.00 O1 40.00 25.87' 30 00 .°\ y O o HINSON RODNEY PARHAM D. `-I CS I r SECTION 33 I_j T- T-2-N,R13-W --- - a FM PLEASANT TREE Z--L — —-wq<iyUr WOODLAND L � I 41LFY '/HILL MARA LYNN RD. P� Q\. MARKHAM ST. ° D O cT 2i780 ' In N O °dp .1p.• a N - �j O N 5 oOo a n' \ O Ot - � y ,Oct _ - N'ta N \h B 5-3-- - W N A 134.04 5l � s '�rJ45.00 17 56 24 ,i titi o � �2 /oo 9b 1 0 $ �� 50.77 ° / 00_N sg 42 9�S ' s 20 - - I $ �/ n�0 , "� -- yo 0 ° t57"W 41.22,o s50u>! °' .0,1•,> �1 �0 LEGAL DESCRIPTION `° Sys- 131 29 9 N10 ��— 35� t�06 00 tK1 5 �� \ PHASE 11 Woodland Hills Addition 9 S79°571031 W 18/2 17.9 '��0 ; s>i2i ' s2 a4 s. \ 4000 - 22. io y6o °�i n � 00 -; 0, m . 6p Part of the SWl/4, Section 33, T-2-N, R-13-W, Pulaski County, Arkansas, Z 50' o o \ 9 �\ more particularly described as: Beginning at the Northwest corner T 'p' u 30 - _ ALINE >° \G O of Tract'A', Block2, Woodland Hills, an Addition to the City of Little I 7 R� 1 A BU/LDWG 56 \ \ ✓ICINITY MAP SCALE: I "= 2000't Rock, Arkansas; thence N14000'51"W, 160.31 ft. to a point; thence © D W to > ° \ 1125°09'51"W, 74.58 ft. to a point; thence N31054'51"W, 231.37 ft. to a N o °`y1 / '� 57 0cO point; thence N66034'09"E, 187.0 ft. to a point; thence Southeasterly �0 �/ uk n �` 3 > h(b 1 \ along the arc of a 235.43 ft. radius curve to the left, having a chord ,� 20 151 N ` / i 4 1 \ O _ ° bearing and distance of S24°27'36"E, 11.81 ft. to a point; thence _lam Z 60 1 g� �'� es 5 N89-18'39"E, 471.31 ft. to a point; thence S43°15'21"E, 256.11 ft. to I V W 01 4y• a point; thence S2019'21"E along the West line of Lots 13 8 14 Block 1v ',A CD ;� i 0 \ 3, said Woodland Hills Addition and the Northerly extension of said o o' 10\ O West line of Lot 14, 159.8 ft. to the Northeast corner of Lot 12, said Tv „ Block 3; thence S40°28'30"W along the North line of said Lot 12 and — E EASEMENT- 0� -- r 2� S57°/2 57 W 70W along the North lines of Lots 11, 10 8 9, said Block 3, 174.05 ft. to 0p _ ? - - t3 c 3g.50 53.90 \ a point of the North line of said Lot 9; thence S37°17'04"W along the p T 50.40 s 40.40 a 184.20, North line of said Lot 9 and along the North lines of Lots 8 8 7, J w S8.>°23 59 1 O said Block 3, 110.6 ft. to the Northeast corner of Lot 6, said Block \ 6 3; thence S57°12'57"W along the North line of said Lot 6 and along the , ��I �1 North line of Lot 5, said Block 3, 70.18 ft. to the Northeast corner \ of Lot 4, said Block 3; thence S82°23'S9"W along the North line of said Lot 4 and along the North lines of Lots 3, 2, 3 1, said Block 3, © O 184.20 ft. to the Northwest corner of said Lot 1, said corner lying on the East right-of-way line of Aspen Drive; thence N13°25'22"W along said East right-of-way line, 60.0 ft. to a point; thence Northwesterly and continuing along said East right-of-way line being the arc of a 929.93 ft. radius curve to the Right, having a chord bearing and , GENERAL NOTES — distance of 1`411044'28"W, 54.74 ft. to a point; thence N10°02'57"W 5 \ and continuing along said East right-of-way line, 41.22 ft. to a point; O I. ALL EASEMENTS SHOWN _---ARE TO BE USED FOR thence S79°57'03"W along the North line of Tract'A', Block 2, said UTILITIES AND/OR DRAINAGE. Woodland Hills Addition and said North line extended Easterly 181.29 ft. , 2.IRON PINS ARE SET AT ALL LOT CORNERS. to the Northwest corner of said Tract 'A' and the'point of beginning, containing 8.1349 Acres more or less. 3.LOTS WITH ROUNDED CORNERS ARE MEASURED moTO POINT OF INTERSECTION OF LOT LINES. 4. ALL DISTANCES SHOWN ALONG CURVES ARE CHORDS. 5.ERROR OF CLOSURE 0.33/5,000 G N 50 0 50 GRAPHIC SCALE IN FEET LDWARD G:RALO SMITH t+r. :.iSrt REO LAND SURVEYOR StaTE :>: onr,a�sas �O. 9 CERTIFICATE OF SURVEYING ACCURACY I, Edward G. Smith, 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. t� Date,o xecut on warX i L Registered Land Surveyor No. 9, Arkansas CERTIFICATE OF ENGINEERING ACCURACY ,ice �o SATE pE> J�ARKAANSAS 1, Edward G. Smith, hereby certify that this 1` ter* plat correctly represents a plan made by me, 11 REGISTERED and that the engineering requirements of the PROFESSIONAL A Little Rock Subdivision Rules and Regulations ENGINEER have been complied with. * * * / %- %Z- g4 Date of Executio Edward G. Smith Registered Professional Engineer No. 485, 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. 1016434 Le OT Execution D. R._Page A ed Ss _e A*<. Instrument No. OI- QG� 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 o Execution Litt a Rock,Planning Commission CERTIFICATE OF RECORDING This document, number filed for record 19_, nn at Book Page Name 100 150 200 i0v FINAL PLAT 101 LOTS 1-9 BLOCK 5 LOTS 9-20 BLOCK 2, AND LOTS 37-60 BLOCK 3 WOODLAND H/LLS PHASE AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS ALL LOCATED IN THE SE 1/41SW 1/4 SECTION 33 T 2•N, R•13•W PULASKI COUNTY, ARKANSAS EDWARD G. SMITH &, ASSOCIATES CONSULTING ENGINEERS 401 Victory Street Little Rock, Arkar 72201 1501 374-1666 DATC--JNY /Z 15eZ