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HomeMy WebLinkAboutS-1313-D Map 1s r CENTERLINE CURVE DATA S6je40,53"E4a S59°05'10"E45 56°10 g0 E L " u . FIN1NCtR. p 0 A © � A A ® e 1 e�4 E 43 90.23 79.39 84.44' a6 +_130 a 9 'Z-.._.._.._.. O FOUND 1/2" S6 ""- 25' CONSERV-A�-ION fi t" D 08"05'04" 10°35'35" 13"08'09" 24°09'55" 50'31'58" 34"47'09" 32"02'38" 05'26'44" 02'32'03" 00'28'25" F "E 4Q 91.12.E ••-^�'- IT _ - ,. ... =I R 1500.00' 1199.92' 600.00' 600.00' 300.00' 150.00' 150.00' 1594.74' 1200.00' 325.00' ! 13° 0a AO - { EASEMENT _ -_REBAR 106.00' 111.24' 69..08' 128.44' 141.60' 46.99' 43.07' 75.84' 26.54' 1.34' "4 41 S 651 • • "" _ � - -•- - �z - 1 � ' L 211.65' 221.85' 137.66' 253.10' 264.90' 91.07' 83.89' 151.57' 53.07' 53,07' o �.\ O �' \ = N 'N ' ° I and =1,° ° �.r'= ` i }•K.. "'-ai l Sig 332,�••'�_ - r o,� LOT 14 s,.0 LOT 13 SIN LOT 12 � v oo{ow r° ® .�' A_ •,.o+ LOT 15- Itn NI I'�y 3 a. D/OR Oe S11 O�• "� \z o\N 10'UTILITY IAN 1 : v " 3 t3Qy- LOT 16 N 1 DRAINAGE :EASEMENT _ O �eQ\'Art? �' /' o m { :5' EASEMENT- a - - - - - AT u¢.._° . a € 3 uo m' N 13 i LOT 17 , 7379' GH. 7870' CH. -_ j�.... N® S66°13 �11 ,(G 3® 8�i ' �y\ \ E --- "a,w•.r a '� 160,05� ..•�.. �••Q `' •,3 .• p\w I 1 /BS'e $62'4T45'E j . i., I Z e e 13 E ' co 26 _ • •- ` , J 3 '35"E 6 1u m O 110.0o A e sxsr cH. I S6 - \ .SrL 2 gQi� o\ / _ 6?.,3�--,W 1�_ o -, a+t 26 1,L1•J9 5a a�5 5 \ / ., LOT 18 / --'p; Imo- S6 1 _ -.�� / - - -M62 23 a2 V7 211.48 cH - - - -- -- - - CENTRAL �..�.. 58 $1�• NSEFt /' o\� p\N�-V\N \. j64cH. �`b 'vz as s - F WAY EASEMENT TO 50'x5O' RIGHT OCENT A i S66"13'13"E i� C Y ' ''� `" a - __. ARKANSAS =' a3g ito]5 .� ; m\moo. 1�d1 ' \ \ 11 / LOT 1 / �/ N _ 2002141343 O 6'1�, 37 5(G\`I+�N/'\ 0o m 25\gU CNJ,.� 13'p'a1"NQ '- ''$-� N5956'01"W WATER 1� o.\°N LOT28\ ! n`ZZ�j6i'� EP / 9 \/OR / a3eop•1s"E -rf-_, _s3o5a4w- INST_NO. `d` V A• / \a ,��f NO� Nt25j6' �� CH. W--'f'-91CH49 . 4533' N81.38`CH _ �•'• =.�.� - ��i A, rfy 3®S a'� \Co LOT 20 0'" 3\\\ A Pp1\S / '01" 59' '� A fi7'N65*3324H y o 87.39' CH. o , \ \ \ •'\ F, / \m �p'U PG j 3o j1, o-W / Nn as ,0 4: 1�H 3s.zz� _ l ` z \ _\ � 1 ' +� / \a p\N �' a v' N i+'o -0. W _'�Ts•,3' a. _ 5' EASEMENT - All, EASEMENT =--�•- L of , C` \ �' O 9 •3 , ,.� o\ \ m pK / \JE (�RC7\i, -cN' p - I yg LOT 35 \ \� \ p1,t% \ 4 S (lei e20 \ \S \ / /. 9 `/, ��` nbr ���J ` ° - L111E w ' w :� M -_ s ,-�•i �- -"---- w \ / \ �9 \ �1• / / ° \' / '�{� /-� Aar 1 _i� \t \ks\ ;cod O' .�'�G 1 /� y LOT 21\\ N / / °°. / tv /5 \ \ $ + \ stt. 0'\ 2 �iD 9� / /C o Gt� G / \ 2 B No V wl l \ \ ti G (�Oj /' / y �\' i yn �+Y /", a_og ;J �s _ w o o LOT 12 ' b te'E/ N , {- \o S.7 0' R ,lt ,9 1 \ �- U A O N LOT 11 -i.. I , VICINITY MAP 1 i Sj6.3�po. \ �.� Lor z7 \��sF 31 23. \ MO 5_ o $ .. a\ ! m \ m\•\ \ CJ 1a / o' N. / �/ g86-/ E N»' q.A LOT 10 m m 5' EASEMENT / ° \ \ - 9 \. 6J• '� �:i .•' \ / o\a %'' 28 / ,7qq\ .mot({ o u °° { { �/ / , is o'o \ ¢ w LOT 9 FOUND 1/2" d / LOT 22 N � / s �/ � o. Qk \w p I ; i ry \ \ m\ LOT 8 m K 1 C� 75.eo !A REBAR m° o ..6 �. , 2c g. / w. \ B L O C �..- \ 5 N. / °c, / '✓5a9 3 / / i a9' o \ •/ \ e G N g+. H . 6a. / / \ w \ �\ \ 75.3*5 N63'a9'31'W ` \•P\ ?n/^^O \ c �,. 62' \J / i .i. /5 % d t5. \ .. \ \ 7 -_ .. N66.53'58'W \ LOT 34 \ N LOT 26 O \ R(g34 �o\' // S+E,3i / i J G. N TRACT E �� O WOODLANDS EDGE ?. �pps \\'�C\ �( \- / li / �. :%55 46:`'H,._ / Q\N \ \ \ ,N -�- Ms 50 w, V tD N m-'9 E/ \Sm\`S 7`�j�-• BO\ 3�•X4 LOT 23 G /3 ;,.p G BU\\. LOT 17 \ -�- N65.56'5a' 6° ADDITION PHASE i / / i { / S6 5 / Z t' O -\, p 's\\s 2 w.' \ oo ' \� / �03 o q� 6� \ 25 Y` \ 6z�52'W 564'24'33taa9"E_ _ _ry (PLAT G-468) Ng9. to O\F \ d, \ '` fN15' -_ \ a / ,� \ y s s,. @ LOT 18 0 'w �\ S63°47'03•E 82.22' \ \ o\ °OS; ti\ \(Q/ ^ab�/ \ C% d.T\°O. / / ' J ' m 9�. 6� \ O. N .•➢ \ 59'E .. 4 aF \ NGi, \ \ �i._ ./ / , . �- .6;m. nO.aS o �, :a g7t'0,9 p '/ \ , �N,a. \ �. ss\/(/ LOT 25 �7 °? O "ic\ m\ya. \ a o w \. .. {15 0' I� L O f\ FOUND 1/2„ \ rft LOT 33 \ ' s\ > \ y o. \o. / 3 o N / e { REBAR \ \ \ 7o• o _o o boy / �yo o / / \oo \ LOT 19 E tm \ \ { {N LOT 4 J) \ de / s�y3. oy \ \ \ po ze.'t� N'( \ ° / r m S yp. • 6 z , z LOT 5 \ \ ,o\9r d \ 9/ (// 2 / / s J �,,, /° a. m, \s\ p+b E Si yee cn \ \ \ \ 1, LOT 6 p D T \ W I oo ss, 16 �9° / s5 \ \ )q Y / . / :e �je o/ ti``/ ¢/ Si? zt pe to \ \ o o \ cn u•. / -s LOT 7 1" \' \ \ y rS\ .�.^^ �o� \ ^\ '9Po\ �CF.'q LOT 24 a.;h° h^,/'�0�iGd• / \ \ \ \ -3?gy� - tP\ \ o !o @i / -1 10 E / Bo/^ / ^ °\ N , o,rn . \ g105 s 0 / / ,f �a1 3A/ ;;%39 / \ s-. o °gem. \i- •o,a6"N m.� O \Ct \ /OR I1),.D1 -i FOUND 1/2" o \ �j. / r, ail Gn o \ 1 AND f Zi \ \\ LOT 32 gcFf'gb \ \ \ '�%�\ �4%Ft v*,� tt/ g v / / \ \ \ m. oso p> 1 LOT 16 C\ \ \ \ \ P UTIUTY EASEMENT { ss2°sazdrE _ _ ` pf @ OJ y o\ T / / y b ` w \ 10'REBAR 10 EASEMENT .� `\4a \ \ ry^ p� / / A9 W ftt Cw: \ t S? b Dft A1N A -GE \- I. Sd.18 CH N60'13'46"W __. _ SCcyOA X` \ s 79'0,.- o N /ng^ ^6 0 �'/ LOT 25 \ \ �,oy� y g \'N \ LOT 20 N m {a 2\ l a i T'_ - GH. 76.7a' GH. (TYP.) \ 2ssTSF \oo\ v / /� /��2 tL \ \��\\ 4" wwo \ F � - •o !y \ 7^ •, \ w _ \ ".m `'' \ o9' �'� S6a:24.33••E 9.5 N61°29'4TW 3.15 + Z -1 0- tft N G 98a fig. O -G i Ot' \ \ l 58,77�.. 56 '9"P Nfi2 a5'd8"W 4 •N60'13'46'W \ Op N61'29'a7`W 2.33' \ \ ° a �i :b w' w' 1 S"` 2 \ =� _ LANE -- -- -- \ \ \°\ n./y 9 -\' `.\ _\ /' 00 \ �E---r+•• 53.07' CH. o 9 p LOT 31 / 2 \ / ? 6^' f \ g t Ti m `z ' t2o i m CJ D a= _ - i51.51' CH. R s' \ \ \ �f' Pl1EADDW R/w_- e---r W ,4, �S .t. r \ '{\ w\ \ ggd•55.32�E . �, A _ ,?p S65 31 -65'15'S6'E S63 3 3 5O•t3'46' . a �\ \� Cj TRACT H \ , e % \ o / 'G� / \ o °,. / a I LU 100.00'.3 w N 7.59' 5_- -.- 15' SEWER RIGHT OF WAY EASEMENT \l o o ( �y�/ {1' \ 7.59" _ -"u W t28.60 9s' cH. \ 2 ` °b. o �\ "'! N \ ° oo. ` \\� \� .o�.. .. I I { I 14'4. �'�• .56. 5 J SUBURBAN SEWER IMPROVEMENT DISTRICT © e o ti \'os ° ° °t I { { no N66° - S67°32�? 86.38' CH _ -- - ro 13.6' I`1 - O' 24 32' CH 561.29'41'E i \ 9° 24 sooO(l� / ^ G. \�6�y rya zN \ \ LOT 24 ZI iz\: i\ iiol I z I wl� �1'� LOT 15 �. °dos a y3 Ns�I t a7=3`-8U tNG LINE1 FOUND 1f2„ NO. 239, PULASKI COUNTY, ARKANSAS l ( ` 77 { I. yg\O. 4./ P \ \ J an a.. m 3. o INSTRUMENT NO. 2000067058 N.7 1 s ; / LOT 30 0. �aQ�. op G • _ 1 REBAR \ $•� �7-\. o 'o,-P '°^ N 4.1S0A fi/. 1 aRj ° \ M.F.F.M.F,F. I g IT LOT 21 �o s• 25 I. LOT 26 \ w 366.5' Z (n �° I 1 E/.• �\ . h a°' / 6 `f $$. �... I O m ji 6° J TY AND/OR { 5' EASEMENT -I IJ �( 6y.ti \ / \ I (\ ��UTILI T 1 24 a �oo a \'.` �I I ) oI� I<''( Q� { Imo` ml ag// \ \\ /5i \ 10, AGE EASENN (� \ � 9 '12q\�so _f \ Z Sag°)i'o7.4\�'I<1 I �aQ IN .� 'N` a�'./�o �+ / ID AIN J\w O{� NI IN ` °7 A \ �'• F N> // \30• �t• W S55.22'4LE LOT 1O a�•a - -_ 9`so� / LOT 29 LOT 11 m y \ tY' �xc,, / 1`•O\agF o ym \ >a0 �l7 ='IV. F W 105.o0' \ y w/.'�\ -� o. I o I 0': LOT 13 �.$ LOT 12 \ 9O \ / o \ e �ryro o I ~ { °'/ ` o"{ m M.F.F. m I 7.5' EASEMENT \ 7 FLOODWAY o / \ yn J' \ \S3z �o I M LIJ I n I IF' z LOT 22 1 01 4 o. M.F.F. Im FLOOD PLAIN ,1 I �-i \ 0 \ &bf y \ / a ZI o I Q 10 LOT 14 360.7' 360.0' s\ _ �/ CERTMCATE OF OWNER �� ti s q /� � F LLI { 1 z.\ )" _ _ _ - -I ' I 10' EASEMENT \ s: . z y \ `�{'t ¢ M.F.F. - \ OS�°S. l of I )�I IO �c d.> M.F.F. _�....- N61'4T13_W 80.0T-N54'�3'36'W 70.72' We, the undersigned, owners of the real estate shown \Iv o LOT 27 /•� \ \ `D' �w �361.5' 1 1 \ - - - - - `'4 p'>. �i sa9-x_'-'' '----' - -, -- and described herein, do hereby certify that we have FLOOD PLAIN STATEMENT \ > >• o'''' ° \ N' o, { q�. w 361.0' `( p. t1To°p�•57':1� - bid off, platted and subdivided, and do hereby lay off, \�� �\ X,C� LOT 28 \ �'-;�" / ;4�'� ,� \ \\ \ 6w J I d: - B L O1� _ _ •• 1a, -,,. _ _ _ plat and subdivide said real estate in accordance with A PORTION OF THE PROPER EY SHUWN IS LOCATED \ •a9 \.m /:, J� <J y v,m N s6a•39'V8"Ei - t . _ Nsa•o�•as^ - m N,o�zS„ N�-� _ _ - this let. WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED 2 \ \, y O �� \ \ z �� >� �tz6.ot_..� `--- _�_ T- ± FOUND 1/2" P \?< 22 \ 1 1 PgE \ 1\m \��_'�- _N ��- as.7s,- i'' FLOODWAY .�. REBAR Date of Execution Name Address Source of Title: D.R. Page Instrument No. PR BY 'rHE FLOOD INSURANCE RATE MAP, PANEL NO. \ 21 �qoo, \'^ tj O. �, TRACT H m� 050181 0081 F, PUBLISHED BY THE FEDERAL EMERGENCY x \ '-140 � \ w ".1~ ly ��rOi� O � 2O •". Wt �, 1 topo�N 1 1" w MANAGEMENT AGENCY DATED OCTOBER 19, 2001. q p3 \p, \ �1s- 7000 / ��i 5235 1 \ � :_\�� ais LOT 23 . = _ 4 ` w, C�� .2.( \ N \ wlo n fd,-'- 6 �6- O,• pJ�, aV` 5 2 N51.28'a8" 1 m a C'. i r� Al,A 2 0 O 'l °td 5$ 65 1y >s.., 19 \ G O A ram' 0 g� 84 46' a g� 40 63 i r3 AO' `' \ �-` 'R �� 1 1= 7 \ ���/' M.F.F. of°a 3 -r;'S, N54 0922"W $g'5 �qy., \fie 511�\ 5�V\ \ 18 ��'• FLOOD PLAIN \ �yo\� G 363.Oa.!�t �6g` �® QpJeO$r3 ,r�.'�/ d P.®.8. CERTIFTCATS OF SURVEYING ACCURACY N 6eZ 12.5 2 " •` 3 0 ` \ o s \•v °° n\ \ �2 / 0� y< , ny6 /, S� Qj0 O 1A 1O A 2 •�jr� \ 9 H 0$ \ \ i MICHAEL WATSON hereby certify that �01 3�• 90 1�J\ $jH \ o \\F °.5zsti Cj11 co'iV this plat correctly represents a boundary survey made \ �.�/ 16 \ �'\� \,d 56�2 / /�DeO PAGIS BOUNDARY COORDINATES dA 1ki or verified by me, all monuments required actually exist S \ yo qj and are correctly shown hereon and that all surveying �� \\ \., �� FLOODWAY\ / / yj ,,'f requirements of the Little Rock Subdivision Rules and D � iJ AV \ \ �\ \ C9 NO. NORTHING EA TING NO. NORTHING EASTING �J Yi Regulations have been complied with. \ \ Ir Iv a .0.. 1 144690.42 1186121.03 24 145445.89 1185150.54 Y 2 144815.10 1186036.52 25 145557.53 1185057.09 n I� \ \ \ / /1 V \ •`V- 3 144823.17 1185987.03 26 145879.57 1185175.52 Date of Execution 8. Michael Watson \ \ \ 00e, \ \ / '�90o 5 144873.62 1185876.66 28 146832.96 1185287.96 4 144824.16 1185945.13 27 145830.54 1185286.79 Registered Professional PROPERTY DESCRIPTION \ a� Land Surveyor \ \ \ / $ No. 957 Part of the West 1/2 of the Southeast 1/4 and part of the East 1/2 of the Southwest 1/4 of Section 8, T-1-N, �5 6 144905.67 1185839.74 29 145768.42 1185434.42 Arkansas r .�/�/ 10 5 7 144922.11 1185795.05 30 145699.66 1185415,29 R-13=W, Pulaski County, Arkansas, more particularly described as follows: `C- 15 -FJ3 01 8 144913.60 1185756.24 31 145640,24 1185422.84 TRACT H \ '�• CERTIETCATE OF ENGINEERING ACCURACY BEGINNING at the Northwest corner of Lot 11, Block 6, Woodlands Edge Phase I Addition (Plat G- GQ^ $eFjib nj g 144857.13 1185666.04 32 145571.29 1185452.80 thence South 31° 39' 52" West along the West line of said Woodlands Ede Phase I Addition a A 11 10 144848.32 1185584.63 33 145514.62 1185478.43 vO I, WES LOWDER ,hereby certify that this dicta 9 g \�C. A \ S / O 11 144827.93 1185561.19 34 146518.80 1185517.33 plat correctly represents a plan made by me, and that distance of 690.71 feet to the Southwest corner of said Woodlands Edge Phase 1 Addition; thence along Q 5 , the engineering requirements of the Little Rock Subdivision the meander lines of Brodie Creek the following twenty-one 121) courses and distances: 1) North 34' 07' �� °FZg 01 4WD 12 144817.24 1185433.94 35 145527.92 1185602,08 Rules and Regulations have been complied with. Q� r3. 0 13 144854.14 1185391.75 36 145532.12 1185692.55 41" West" 150.63 feet; 2) North 80" 44' 21" West 50.14 feet; 3) North 88 39' 18" West"41,92 feet; 4) C1 6 1'.bf° eo 14 144893.44 1185395,56 37 145520.99 1186776.38 North 54 09' 22" West 84.46 feet; 5) North 49' 07' 59" West 48.83 feet; 6) North 69 40' 42" West 47.65 feet; 7) South 77' 37' 36" West 39.73 feet; 8) North 58' 02' 42" West 106.32 feet; 9) South 83. O /' �Cy N 15 144956.11 1185388.42 38 145510.86 1185857.55 Date of Execution Wes Lowder `L 5 Registered Professional 41' 10" West 81.90 feet; 10) South 4$' 58' S3" West 31.07 feet; 11) South 85' 11' 46" West 127.70 feet; {>"5 d4j �'�'• Gj41 /� t/ Y i6 145094.78 1185356.51 39 145492.91 1185935.50 Engineer No. 4943 12) North 48' 49' 43" West 55.05 feet; 13) North 05' 32' 01" West 39.49 feet; 14) North 06° 29' 34" \.\O 39' 13 � v r�� �� 17 145181,26 1185295.77 40 145474.89 1186013.76 lJv- Arkansas West 63.07 feet; 15) North 12" 57' 30" West 142.30 feet; 16) North 35" 04' 57" West 105.68 feet; 17) A'3 �Y f'w Jti� 18 145181.24 1185252.02 41 145460.24 1186095.78 �3 South 89' 57' 69" West 43.75 feet; 18) North 01" 50' 52" West 38.56 feet; 19) North 46° 23' 23" West eAgOy vv �I I I 19 145219.73 1186250.78 42 145435.38 1186177.85 j )6 ��` CERTIFICATE OF FINAL APPROVAL 22.12 feet; 20) North 110 02' 34" West 37.73 feet; 21) North 36" 37' 28" West 40.75 feet; thence South �Q> 6, V I 20 145235.C4 1185234.76 43 145403.26 1186263.13 n �f Pursuant to the Little Rock Subdivision Rules and 82' 11' 59" West 343 feet to a point on the Northerly line of a 15 feet Sanitary Sewer Easement recorded N 5 21 145272.07 1185227.54 44 145366.10 1186345.35 "I Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. This certificate is hereby executed under the authority of said rules and regulations. Date of Execution LR. Planning Commission CERTIFICATE OF RECORDING This document, number filed for record 2Q-, in Plat Book , Page (Signed) Clerk S:\2002PRO\202-245\FINAL PLA1 AM THE DSGN MEBLHURGER DR SDN FIRM ,Ircttllecfs-�at.e"m-9ur.e,"., CHK BMW APVD 201 South Izord 0 Little Rock. AR 72201 u,01/375-53311 BMW 7 • thence along i 1' as Instrument No. 200006 058, a o g said Northerly line the following two (2) courses and distances: 1) North 19" 11' 37" West 149.92 feet; 2) North 39" 55' 55" West 145.59 feet; thence North 20' 11' 29" East 343.12 feet; thence South 66' 13' 13" East 121.59 feet; thence along a curve to the right having a radius of 325.00 feel, an are length of 2.69 feet and a chord bearing and distance of North 25° 46' 47" East 2.69 feet; thencE South 66' 13' 13" East 160.05 feet; thence South 15" 32' 45" West 71.38 feet; thence South 07' 14' 36" East 59.89 feet; thence South 23" 29' 21" East 75.18 feet; thence South 24" 19' 50" East 62.20 feet; thence North 83" 51' 34" East 124.36 feet; thence North 87' 20' 31" East 90.57 feet; thence South 82' 26' 19" East 84.56 feet; thence South 82" 63' 13" East 81.80 feet; thence South 77" 01' 46" East 80.00 feet; thence South 77" 01' 48" East 80.30 feet; thence South 79" 52' 41" East 83.32 feet; thence South 73° 08' 40" East 85.76 feet; thence South 69° 21' 44" East 91.12 feet; thence South 65" 40' 53" East 90.23 feet; thence South 59" 05' 10" East 79.39 feet; thence South 56' 10' 50" Fast 84.44 feet; thence South 31° 39' 52" West 690.71 feet to the POINT OF BEGINNING, containing 807,936 square feet or 18.548 acres, more or less. NOTES: 1 SET 5/8" REBAR WITH CAP AT ALL LOT CORNERS. �a 2 ALL DISTANCES ALONG CURVESCENTRAL `tee ARE CHORD DISTANCES. 3 ALL EASEMENTS ARE FOR UTILITY TER AND/OR DRAINAGE PURPOSES. IPLANSAPPROVED 4 TRACTS E, H AND O ARE PROTECTED GREENBELT AREAS. EASEMENTAPPROVEO LfiQ 5 M.F.F. 363.0 = MINIMUM FINISHED EASEMENT REQUIRED FLOOR ELEVATION. ''DATE IRY �- 129M E @V F2)@@U ERR@ THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN WITHOUT EXPRESS WRITTEN PERMISSION. NO. DATE REVISION BY APVD THE MEHLBURGER FIRM VIEROFY! 8CALIE BAR IS ONE INCH ON ORIGINAL DRAWING. 0 MINFRONIMMIM 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 22 145304.-,7 1f85203.23 45 145325.32 1186413.46 23 145304.31 1185199.83 46 145278.32 1186483.62 TE REGISTERED PROFESSIONAL ENGINEER ,.No 4913 FINAL PLAT OF PART OF THE SW1/4 SE1/4; SE1/4 SW1/4 AND NE1/4 SW1/4 ALL IN SECTION S, T-1-N, R-13-W PULASKI COUNTY, ARKANSAS ``,gtllt It tt/r!®// � /i e AMANme. 957 tiAB i " 60 30 0 60 120 Scale:l"=60' FINAL PLAT OF: SHEET 1 of 1 LOTS 12-28, BLOCK 6; LOTS 10-38, BLOCK 7; DOG LOTS 4-12, BLOCK 8; TRACTS E, H AND O DATE 9-12-03 WOODLANDS EDGE IPROJ 202-245