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HomeMy WebLinkAboutS-0867-NNNN Map 4uLiAIiriGAiE Ur SURVEYING ACCUKACr CERTIFICAIE OF ENGINEERING ACCURACY E GENERAL NOTES: G NIRON PINS WERE SET AT ALL LOT CORNERS I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSU 1.PLAT CORRECTLY REPRESENTS A BOUNDARY THAT THIS PLAT CORRECTLY REPRESENTS A RULES 2. ALL EASEMENTS SHOWN ARE TO BE USED SURVEY MADE OR VERIFIED BY ME, ALL CONDI FOR DRAINAGE AND/OR UTILITIES. PLAN MADE BY ME, AND THAT THE / MONUMENTS REQUIRED ACTUALLY EXIST AND ENGINEERING REQUIREMENTS OF THE LITTLE COMP 3. LOTS WITH ROUNDED CORNERS ARE ARE CORRECTLY SHOWN HEREON AND THAT ALL ACCEP ROCK SUBDIVISION RULES AND REGULATIONS MEASURED TO A POINT OF INTERSECTION SURVEYING REQUIREMENTS OF THE LITTLE HAVE BEEN COMPLIED WITH. EXECU OF LOT LINES AND NOT POINTS ON A ROCK SUBDIVISION RULES AND REGULATIONS RULES CURVE. HAVE BEEN COMPLIED WITH. O 4. DISTANCES SHOWN ALONG CURVES ARE Ill CHORD DISTANCES. / -20 / DATE OF EXECUTION TIMOTHY E. DATERS 5. ALL FRONT BUILDING SET -BACK LINES ARE 35' REGISTERED PROFESSIONAL DATE UNLESS NOTED OTHERWISE. DATE OF EXECUTION PAUL M. WHITE ENGINEER NO. 5033, ARKANSAS REGISTERED LAND SURVEYOR 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 NO. 1281, ARKANSAS .„.W........ 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS LISTER ARE 25.0', UNLESS NOTED OTHERWISE. a s r SSG ,,,.......,, Flj Alt A A S A 4' O ST OF" • • • uLK tit iUAIL ur rIIVAL Arr KUVAL ANT TO THE LITTLE ROCK SUBDIVISION AND REGULATIONS, AND ALL OF THE TIONS OF APPROVAL HAVING BEEN LETED, THIS DOCUMENT IS HEREBY TED. THIS CERTIFICATE IS HEREBY TED UNDER THE AUTHORITY OF SAID AND REGULATIONS. OF EXECUTION LITTLE ROCK PLANNING COMMISSION 3 "IL .. - uf Umv�i. WE, THE UNDERSIGNED, OWNERS OF T'-!E REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO H=REBY LAY OFF, PLAT, AND SUBDIVIDE SAID SEAL ESTATE IN ACCORDANCE.*TH THIS PLAT. II'ZD'o I ( 4 / DATE OF EXECUTION VEt,/ TIC TIMBER COR RATION Chenal ''Iub Blvd. le Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 8. TRACTS B, E, F AND G MAY BE USED KA As/N REGISTERED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES. N 2111 PR®FESSIONAI. CERTIFICATE OF RECORDING 9. TRACTS A. C, and D ARE NATURAL PRESERVRD AREAS. REFER TO ENGINEER BILL OF ASSURANCE FOR RESTRICTIONS ON USE. OGNA i * * • A .� y THIS DOC MENT, NUMBER �� FILED FOR 10. THERE IS A 12 FT. UTILITY/DRAINAGE ACROSS THE FRONT OF ALL LOTS. °iz6J'jON�?M' O' �Illii ��•�33yY^ \.n ` `\ f4LLA� ,, �+,,E � RECORD Wt, WtV , 20D1 IN PLAT BOOK f �............." PAGE CIR ' 100 0 100 300 SE1 /4 Section 22 E < O NW Co nor �- � TO' �2�N, R�14�W I n � T-%-�'�t R' 14-W Scale 1 100 ft CAI'WN bTALEY. Circuit Gwurty Gloix raj �� -- ----- R924.91' _- -_-- --- -- -- - -- CDSSL 439 37 o`aA`L' CDS85'48'08"E - - - R2903'1 ' wo LC91.68' R2834.80' - - - - - - - 5 82'S7'41"E CDN89'45'38"E 1 262.20' 2 LC157.95' O N8809'51"E O O -- -_ -- r 22 23� S88'38'35"E 729.9T 4 - ' 240.UtY �27 r --- ------- C7 CHENAL VALLEY DRIVE R924.93' f+r4Nu store --- ------ S82'50'20"E CDS89'30'59"E er a, 262.2o LC215.10' C m 3? 97.63' 131.39' At, B 13. 53.1P' S138D9'S1"W _ 681.73' G� �� '9.9 19.91' 240.08' ® ..�--- 2 N TRACT A $ +� 3 '+; V. ®9 R2843.18' 26 T +x� 50p' s_o.a '4. `°�J R2894.78' CDNST29'37"W O N82*50'20' 228.93' 80.61 eA '�9op A �" TRACT B `� o CDS89'33'48"W LC429.96' 681.73' C� le,oe'od 35 w �� C^ LC141.38' �o •.�ti' di ash �- � ��'6 � n � � � 255.20' ° TRACT A 41 42 _ 1 131'2T'05 14T04'3d U I Y s 185�� x_ a 3a' a y_u" '0 lot w 92 I / � a. o• / /•.�.. �- -_-- ...-_ 5 03'5YE 4.4.1)9' ---- n �--� \rb Z j/ %i 6 �� - _ab. - - -3.19' - �e •`�� ! \\.•i°- 216.64' )4 / 3s to e. w g R'Os � \ c\ \ O / J R620.00' o 15 9e29.36o- r $Tzd ° \a 1e4r CDN8758'50" E " N ,ae3o 7 2 22 r ' jjlt4y� TRACT F y\ \ CDN85'34'117"E LC94.17 13 N7g37 4�,E 14 39 ' �t3e•Orod �a 11ry9A \,✓� .\ \ w LC41.88 N8T20'10"E 12 143 A��>"� ao \ \ o� o - - 10 11 -- 396.64' --- -�," 57�37 3� W m eaoc' a I� 175.00• a" daa �1s i 1 1 I I N834823"E 20 198.77- _ h 1e.95 I50.01' 1 alvid ,sl jge•�'ts $ N w 552.53' $ C3 S8720'10"W O 75.00' I �1p rg 245.04' 5612•S 20.53 ,6T69' 175.00' v 4 I 396.64 2i '? " Q O R680.00' w 8 -' 9 N' S S83 48 23 W �3 e/ CDS8758'50'W w �� / w I. I 20 8 19 b cs �� ar' I� U I I 552.53' LC103.29' a �e QA ��e`� Aar, p; = R620.00' 0 38 I >w• 141.10' a � 8 CDS85'34'17"W uw ' 7722.45• I U 3 LC38.19' z to • � � ry 44 'I IMF o ./ Q 1Sg4p•td 19d0T2tr " 1R 5.00' I f- Rejer t o°odway 53. tom' / O �g O N I 175.00' �Qy kG f a a7 E1_Aiasu?ance r vt 2 WI ao 69 7 .,� \ �\ ljra •lr� y 3aa -'b. 37 ,��• �� �'�T I 'J �� tr O� f 175.96' ga� 4 _ +I I I \ ' .40< 1 A9.09 4r IN ti L. G f lertsll % 1 \ \; ' v�, 1e<59 n 17925"d rases LEGAL DESCRIPTION - (in) NE1/4 17 86' err • It74.6r4s �� t�, � R150101' CDN89'38'ieE LC677.09' CHENAL VALLEY DRIVE 0 R984.93' CDN89'30'59"W LC229.05' R 15155.24' CDS 151127'51"W R 1387.39' 18 _ CDN89'17'49"W cr sectima pN se o`n _ I C5$0.62' Secti2B ---- -- -- _ .o f SIM1�.,s I 1. did �1i6.,j9' Section 27 Part of Sections 23, 26 and 27, Township 2 North, Range 14 8917'49" West 580.62 feet; thence North 11'22'3a` West 9gii451 oLs" 1 f, J 1 9 1 ,��� U 3 I '� ,A '1 West, Pulaski County, Arkansas; more particularly described a distance of 15.00 feet to a Point; thence South .A I a T - 2 - N R -. 1 4 -1 h J os. 78'37'30" West a distance of 198.77 feet to a Point along \959 \• �, •1 I' r VV a curve to the right having a radius of 680.00 feet and a 9 2 I' " '• i' \ \110� J 1 � Starting at the Northwest corner of the NE 1/4, Section 27, chord bearing and distance of South 8758'50" West 103.29 4 I %s \ 2, ^y4 1 q8• 5 �' Township 2 North, Range 14 West, Pulaski County, Arkansas: feet; thence South 8T20'10" West a distance of 396.64 1 \ �, �•+S\ �\ c tl 1 s,^ thence South 48'05'25 West a distance of 72.96 feet to feet to a Point along a curve to the left having a radius of \ +. 4 1 ory� F the point of beginning; thence South 8757'41" East a 620.00 feet and a chord bearing and distarce of South �+ 3 \ a \ \s.,d °Jse� °4\ distance of 262.20 feet to a Point along a curve to the left 85'34'17' West 38.19 feet; thence South 83'48'23" West a 14240.3s I tb•1 °, 1 sw I.3r \ ' '''� having a radius of 924.91 feet and a chord bearing and distance of 552.53 feet to a Point along a curve to the 43' ? \ O Q \ \ g60- o distance of South 85'48'08" East 91.68 feet; thence South right having a radius of 984.93 feet and a chord bearing and �, 1 a`4'\ 16103 6 �CO \ a 9 4 \ \ \ �`¢ ;� Dv 88'38'35" East a distance of 729.97 feet to a Point along distance of North 89'30'59" West 229.05 feet; thence North 96\ \ ■5 �? \ a 4+OS N� \ \ e °, a curve to the left having a radius of 2834.80 feet and a 8750'20" West a distance of 681.73 feet to o Point along +\ +e` \ \, �o\•Z c� �Jr. \ chord bearing and distance of North 89'45'38" East 157.95 a curve to the left having a radius of 2843.18 feet and a 7rl2'3S' ' �• '�� ''' oT2d 40 e4'ry. 6' feet' thence North 88'D9'51" East a distance of 240.08 chord bearing and distance of North 8T29'37" West 429.96 `� \ "\ n 1°e \ 3 feet; thence South 88'09'51" West a distance of 240.08 \ \ , © feet to a Point along a curve to the right having a radius 35 s 4 \ i1 '�\ \ to a Point along a curve to the right having a radius of O \ 9� , 45 of 2903.18 feet and a chord bearing and distance of South y .s+g \:?, 9°00` \ C, $ +9s+d 9 2894.78 feet and a chord bearing and distance South 89'33'48" .46 ' 0 ,d 9trao\ 1, •. \ `� 8T29'25" East 439.37 feet; thence South 8750'20" East a West 141.38 feet; thence South 01'01'01" East a distance of A m° \ \ 1e ,,�� 44 PAGIS Marker e $ 0 0 \ a'C \ \ ti5 9Tal \fi 10 $ \�' \1s # 2074-0268 1.` distance of 681.73 feet to a Point along a curve to the left 764.07 feet to a Point; thence South 23 48°39' East a o• �r aTorss \� \ \ \ 1y having a radius of 924.93 feet and a chord bearing and distance of 270.99 feet to a Point; thence South 3T04'14" distance of South 8730'5T East 215.10 feet; thence North East a distance of 552.91 feet to a Point; thence South Us 5d \ s 115• �4 � \ 'e. , 5 \ �, 83'48'23" East a distance of 552.53 feet to a Point along 54'43'S3" East a distance of 916.43 feet to a Point; �� °5 \ �\ +`•, ° 1g ,bey1 \�� :fie ,1ss1,s 96s' 's a curve to the right having a radius of 680.00 feet and a thence South 2718'36" East a distance of 230.28 feet to a 2, �1 \ \ q5 'i� ry chord bearing and distance of North 85'3417 East 41.88 Point; thence South 10'53'58" West o distance of 370.96 86W06' +e•`f' 95 \ 5 �• ` ,�, �q'0 1'` \ $ \W\ ( arm, feet; thence North 8720'10" East a distance of 396.64 feet to a Point; thence South 76'08'14" West a distance of 34 \ \\ �•� \ feet to a Point along a curve to the left having a radius of 109.28 feet to a Point; thence North 34'43'36" West a \ Saar 1 s, �•'' s��'' \ \� \ +i 620.00 feet and a chord bearing and distance of North �gp , , 9 distance of 189.17 feet to a Point; thence North 54'34'03" os r \NO\� \;\ t� \'r e �\ \ � o� 8758'50" East 94.17 feet; thence North 78'37'30" East a West a distance of 121.09 feet to a Point; thence North g000 \ y�� i & \'? �, \ 1e01,� \ '\. �1h , i�d distance of 143.47 feet to a Point; thence North 11*22'30" g314'26" West a distance of 256.73 feet to a Point; �� \ i00 \ b. �� �\ 6 v9Q0d> e \ F West a distance of 15.00 feet to a Point along a curve to thence North 8707'40" West a distance of 777.71 feet to a + the right having a radius of 1501.01 feet and a chord Point; thence North 31'35'17" West a distance of 303.71 �+ red' \ \ �"b s \ 8 bearing and distance of North 89'38'28" fast 677.09 feet feet to a Point; thence North 5T16'51" West a distance of U 1 �¢ �y9 \ Ja \9coo` sS to a point on the West right of way line of Chenal Parkway; 157.87 feet to a Point; thence North 3?00'16" West a 33 \ g ✓� I I 900° ��� thence along a curve to the left having a radius of distance of 163.03 feet to a Point; thence North 54'56'55" Saar �° O� \WWI 8 \ ss• �� / \ \ \ 15155.24 feet and a chord bearing dnd distance of South West a distance of 365.97 feet to a Point; thence North 9dao\ \ \ \ ,ssz3os�• ,s �yy2d \ '� 0� 1527'51' West 92.02 feet along said West right of way 3720'06" West a distance of 472.09 feet to a Point; R o.0' �s \ c> ¢� 11 line; thence along a curve to the left having a radius of thence North 2709'OS" West a distance of 372.81 feet to a \ It716t0d 154.49' 1 > > I ry \ ,d, \ �� \ � � I',b � '• R2T43••d / 9d0d \ `i'p9 1387.39 feet and a chord bearing and distance of North Point; thence North 08'10'18" East o distance of 848.85 ! 0, 11h°o \ 6+6 S `fir,, good w �Jo' 1s.a I \ yo• \ ° feet to a Point; thence North 0702'19" East a distance of 2\ \ \q >s,�10 / y I e 9dod C] 189.99 feet to the Point of Beginning, containing 79.3994 acres 66 \y ��yy ysa' �r W \ e� more or less. �� �J0. � \ \\ 4 / / I 1� ;� n ,711 + ,O a'r0I 1}'1• �\ � \ \'b 9d41'2s \ 7 17 6'> e4'sz s, N � ,T 'cb. 3 1r) > \ \ \ I8fty23 + 14706'16 in lJ 91• ,(J Y '�'.c4 ,g"$ B, �i9, 6?� �1h' a� \ \.�\ \ \ '� �� J� r5>23• h N'6T2d , 5,X ./ �9Ww ` 9 , er323o / 0 aam-w Oa r J 7 �� '�,� \\ \ PAGIS Marker 7 j 9729.46' 31 y`11 l �sJ6, �>� 4i\ y ; L / �+ ry' 1574r4S ?'ry °' .m \ # 2074-0269 y�n92 �9r >j \ +� a \ S' V\;. o, I i b/'� / / V j 1 r ���1 p�� \'\ \ �g '1 ARKANSAS STATE PLANE `d 1 �s \ °9�1 "%�o. ... I �ss"A 1ze� /G / ar�i\ �9 \ 9 ./ Soar COORDINF TES (NORTH ZONE) e.v /� / \ \ { fie..\ \ n mil (� I I `^'{ ! �o' '�Qy / \waa gas . `J 11.s r'41 o6J 0', \� 0 9au \ \°O\°D \ �O tb SS . I N 166263.91 E 1165411.22 ' i`"' O R \� � 30 .�� �` \ 22zoe'Is , \4S'�\•� �`C' \ \� g, ae� \ \ � ,�1h 4S. 2 N 166255.79 E 1185671.45 ti Ctoar 3 N 16624 '.07 E 1165762.88 Syss \ \ 1g .1 ,16� \ t \ya \ \��• g 1 0' I`T 'a\i�\ \ d+ \ jr, \ iC. 9000 4 N 16622,39 E 1166492.65 S %y sp\ \ a\� s w \9dar �\ \ 94 9 S � 5 N 16623 .45 E 1166650.59 90� ss� \ ^k�` \ ����y M''1 , ee s� y� \ 8 '��,sg�' 6 N 16623 .14 E 1166890.55 �6 \ 9 \ \ \ .d'¢ ?B 4 `ar \ n \ \ �' / 4 \ �1y / 7 N 16621 i.90 E 1167329.49 \ 1 \ ° ? ��• / 3 S9), \9orod \ � 106 �' / 0 \ +d his' � b ,� 8 N 16613 5.92 E 116W05.90 `V c4,-,0'r 9aoo , ..... 'S'' 7' ,e14'4d + gS2p•4d � \Ss .�' '� sJ ne 9 N 16613_.10 E 1168220.99 9' h Bp'. B• � S d 6Q 10 N 16619.31 E 1168770.29 CURVE LENGTH DELTA TANGENT PAONI$ Q '\ Q \ C+1, ` 1 �16 ji \ \ ss. / $` \ \ fF \ \ ^� 11 N 16619Y.95 E 1168812.05 I Ct 606.09' 24.14.37' 307.65' 1432.39' >\ 20 - - . a '0 +d � � C' •O 4} � \ 4 • C1 � / gaga\ ,IV , \ � - --- ---- '%,� r, xt•1s � \ cam• '\ 1 , \fir k 12 N 16621 ,.38 E 1169208.26 C2 98 83' 0642'40' 49.51' 6W.00' 13L /fro / 3 \ \ \ / 9dar 13 N 16622..69 E 1169301.72 C3 40 04' 0331'47^ 20 03' 650.00' I� lotse zs ^! ® \ 1 •1' , / e0s o° \ SO \ ! 4 - -- �$ \ �� \ 1 1 . s \ ,: 14 N 166255.19 E 1169442.37 C4 222 58' 1321'18' 171 79 954 93'_ p�� d�9\ W4�' 9 2 ryti�' \1%�'� 1170` ^y� �� 4i P 114p� `CID'' 93 t \ \ �G' \ \�r 8 15 N 16626 r.89 E 1169439.42 CS 434 91 0640 22" 217 87 287318' 'r' ` \ \\ a \ n ++ t^ yM 733.22' C6 159 64 0311'3,c 79.84' 2864.60' 16 N 16627 .13 E 1170116.50 \ 2 ,,'3d m, J g� • 12 1 �� $ , > s 47\ 3 9a 70 0640'54 47.39' 954.93' 6 1e'7 re r, esa. 1 4 � \ 17 N 16818 ;.44 E 1170091.96 C7 - - - E ?�\ J 143• T 1 • `J b¢ �'D / / � \ $ 7162 zs CB 159 66' 2?3210" 80 91 400 00 K1ezd \ `A L 4 r $ a°S L` A s 18 N 16615/57 E 1169511.39 N tortoroo f +4r a 33.g�` $ I. ' ��^ C' .° ?sJ: o \ 15 Ci0 303.85, 8T02 5T 189 95 200 00 Sj \ �' .4 a s / yh S/ ♦ ` 19 N 16620 D.27 E 1169508.43 Ci l 377 55' 3603'13" 195 26' 600.00' �S� s s!' ��'\ 0:4 5 \ s \ \ l 5 20 N 166165.07 E 1169313.56 C12 18494' 1739'3!r 9321 - 600.00' ei• K 14;�e 6ti� \ �• 143.03' `fib 21 N 16615 3.45 E 1169211.05 C I3 92 71'- 1 T 42 25" 46 73 - 300.00• 41 !\ *> $ TRACT C 8 `9 , �� 4ry \ \ \• 1�4; C14 1 t 5 26' 6603' 16' 72 50' 75 00' �. Ci - - - - •- - - - - _ - - - � � � ,� �i •J fib\ \ a ° •1.6 61. 2 N 16613..01 E 116M14.84 G C15 68.10' 19'30'3C 34 38 200 00 Saar \ \B\ - - - '- 3 N 166132.06 E 1168776.76 - - `� prwa" Roadway N89'0^4dW n c G1 ��YO ¢ \� 24 N 16607 2.45 E 1168227 46 C16 110 65'- 6431 39r 68 16 75 00__ -- -._ ....._._. ..._._ 6 'o,\ 2 V \ Rofor' to MU of Aoauranw z rr.L . 0 _..--- - _- C17 145.5T SS36'14 79 09 150 00' +'+' \ •ed 524.os � r ram. $ is 61. �� 5 N 166074.39 E 1167998 42 - - - - -- C18 185.13' 70'42'5T 108.43' 150.00, ,7, ++a g' / spa 37 E 1167322.01 i C19 N 16617= _ 175.75' 3533'SB' 9048' 300.00' ��• T c� 6 N 1661`) .17 E 1166892 47 -- - - �O�i3 '°\ k --7�bao. n�iQt- C20 153 71' 1T36'49' 77 46 500 00• ti 41 'f, ' \ ro 8 N 166177.48 E 116555- C21 7142' 0611'Oi" 3577 ---_- 500.00'-_,.,- j!�' \ ^�� g � ,\ ^0 pt� o 22 20 10469'td - - -- - - 9 N 16616 .40 E 1166511.13 C22 260.56' 3719'23' 135.09' 400.00' 24 +� ,e6d 130 - - \ 2 5 �' ;�\ TRACT D 19? 2 3 ,za 4e•4, 30 N 165405.46 E 1166524.69 C23 219.29' 8345'5d 134.50' 150.00•-- \ 81 o - - -- Q 3 N 16515 54 E 1166634.10 j C24 169.48' 64'44'14' 95.08• 150.00, \ ? ✓ C25 84.09 1702'40' 42.20' 400.00' _ ryyQ I Nd +e� �4,�,� jJ 41 9 2 3 N 16471i.38 E 1166967.39 __ -.- - _--. _.-- \ \ N - - - C26 85.29' 1712'S9' 42.81' 400.00' � � 33 N 164187.22 E 1167715.61 +� 225.74' 3s Ewe 21 3 Qn ^ 3 N 16398 .42 E 1167828.36 - C27 __ 123.6T 4T14'24 -- 65 60' 150.00' -- - 90.65 to.a 152.93 g$ 4r. 4 -- - -- -- C28 76.35' 29'09'49' 39.02' 150.00' 40 N89'07'40"W 777.71' , 3 N 16362_15 E 1167758.20 3 103.80' C29 25.91' 0758'11' 12.96, 500.00 N8�14'26"W 256.73' 19 3 N 163593.97 El 16 7652.10 3 N 163751.44 E 1167544.34 , 4 3 N 16382:.64 E 1167445.67 3 N 16385 .86 E 1167190.73 oy. © ?'' J 40 N 163863.70 E 1166413.11 3 ! 41 N 164122.41 E 1166254.03 4 N 1642C7.74 E 1166121.20 4 N 16434a99 E 1166034.80 - fl 4 N 164555.17 E 1165735.20 - - - - 4 N 16493'.53 E 1165448.89 - - - 4 N 1652E7.12 E 1165267.28 4 N 16609 7.36 E 1165387.94 16 0 �, 166• Q 1 I 17 ,ti a 1 552.53' 552.53' CHEM& \KM 6EUEWDE VICIPIITY MAP TALMS AM" CHE'AL VALLEY DR S o*WL VALLEY DR -0 yRt'N JNG R� r,ANIS RO►D NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSU:ANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PLAT OF LOTS 1-42 BLOCX 92 LOTS 1-22, BLOCK 93 LOTS 1 & 21 BLOCK 94 LOTS 1-11, BLOCK 95 TRACTS A, B, D & G BLOCK 92 TRACTS C & F BLOCK 93 TRACT E BLOCK 94 RIGHT-OF-WAY FOR CHENAL VALLEY DRIVE •\ \ '\ II► II► I I I l�► \ I tl► I I:111 t I I 1 l�► I To be known as "SOLOGNE CIRC,E" BEING PART OF SECTIONS 23, 26 AND 27 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS NOVEMBER, 2001 RR F_ D _b 18 �,t `� :3 NOV 2 C, 2001 11 x� se, Is.a As Signed !>,'�d''�s 'A$•� By: VA91 MW & AMCCUT p 4C ` _ o L 1 l l a © CIVIL ENGINEERING, LAND PLANNING k DEVELOPMENT, SURVEYING ROCK, ARKANSAS 72223 DATE: L t 24 RAHLING CIRCLE LITTLE S 109.28 Job # 01-0540