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S-0867-NNNN Map 3
GENERAL NOT 1. 1/2" IRON PINS 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 CHORD DISTANCES. 5. ALL FRONT BUILDING SET -BACK LINES ARE 35' UNLESS NOTED OTHERWISE, 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 8. TRACTS B, E, F AND G MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES. 9, TRACTS A, C, and D ARE NATURAL PRESERVRD AREAS. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 10. THERE IS A 12 FT. UTILITY/DRAINAGE ACROSS THE FRONT OF ALL LOTS. . Lti urlGA iE OI SURV L YIN : A(mICUKAu Y I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH4A4 / 'ZOO DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS �GISTER��"�s O' " S NA N`�. .`AL LA_.. CERTIFICAIE OF ENGINEERING A :CUXA,:r I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS ii'iyyf' ,j A i E O s ARAS REGISTERED PROFESSIONAL ENGINEER �?s No.5033 y F 100 0 100 300 S E 1 /4 NW ;L. i Section 2' NE 1 r. SEC 27 T-2 R-,4-Wi Scale 1" = 100 ft T-/_ R-14-W --- R924.91 CDS85'48'6eE - - --- - - -- - R2903.18' 5"o S82'57'41"E LC91.68' R2834.80' - - CDS8729'25'E O _ 26220, O Q CDN89'45'38"E - - - - - - LC439.37' S88'38'35"E 729.97' 4 LC157.95' O N8909'51"E C7 CHENAL VALLEY DRIVE 240.08' C6 0 �, �• zs2.zo' l.�rc iir iL.Ai� yr nrvAL. Ar•r. rwvru PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND 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. \\ It I ZO ( 0 t DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION o CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER b�\ 1 FILED FOR RECORD �� ( 20f)\ IN PLAT BOOK _ r PAGE �. V y CMYN 6TALEY4 CiA WE, THE UNDERSIGNED, OWNERS OF 74E REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO FEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION E TIC TIMKR COR RATION # Chenal lub Blvd. little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 O` - --------- ,2 �23-- 27 26 I- • °' 97,63' t+u4No sawt C5 � � t3t.3s' 'sa'8• �--- R924.93' --__ I �, sy '137.25' b S88'09'51"W '-- -- 42-420'20"E CDS89 30'59"E z ^ i TRACT A �31 ,�♦♦ g3. •�, h use' N� 3os•,s' ,a.ar ® 240.08' © '-'"--- _._.__-_._ 681.73' LC215.10' M , �s 9 2 --_ \ 48'23 E w 228.93' 7. ,se+"°g' s0.p 5R0' {7� 5� ® L R2843.18 26 e\980.81' d+ �9C,. '�'TRACT B �de c CDS89'33'48"W CDN8T29'37"W N82'50'20"W \\\ 0 552,53' 1e,•ro«r 35 h� LC141 38 LC 29.96 681 3 --- � ,•�� ^ ` " P 255.20' S83'48'23 W e g 2 w TRACT A F, 552.53' it/4,u 41 42 ,ros ,4rv3e h- 5,1as__u. _N O ^• y I R984.93' 40 10k,----♦,�1b 92 g I CDN89'3059"W .410 29 58.•(?85YE 424.09'�o. R1501.01' CDN89'38'28"E LC677.09' 216.64' R15155.24' / $ c, o a r'3 CDS15'2T51"W / �° / c o� yr5T2d \ e4 ra'4s R620.00' .o ig LC92.02' 39i ,� ��' $ a rRAcr F y \ \ CDN8758'S0"E CHENAL VALLEY DRIVE J03s� 1 G G %3006 \ \ \ `, R680.00' LC94.1T "E j �rsero7op �c, 0 1 a9 o G q c CDN8 LC41 88 " 12 13 N7g 43 47' la o I `� aAd' ��. ��?• \ \ , w1 ` o - - 11 N8T20'10 E 1 / ao saw �� 17s.00 eat ti ffi 10 - - 396.64' - C2 3cr W O ! 4 / t7, ,� J '15o.or� 1 _ N83'48'23"E - 57g3 �? L R1387.39' , + _ ti - 18 CDN89'1T49"W + y °j _ D you, I cp '° 245.oa trarc,o I,a°4T,5 o vw 552.53' o ra 20 198.77- oNa Section S23 ectwn 25 - 17 S. 56 e.s3 ,sTsslr J 175.00' 4''b V1 } S8T20'10 W ' _._1C�8 -&2' w CA R680.00'23 50" W f 20 19 1"V 552.53' LC 103.29.38 ,`etat.toR620.00' US� z " m g CDS85'34'17W � + + + i w $ I LC38.19' + / # + I °off 175. L t 7$ 00'� u o d I l 1 2 r eadwa s3�• ,yy4a„t �JI R plYuatt R I 914 :q?_ul l \' 18 `' ��11) I8 O g 175.00' �' + + _5, r • - - - ,t165'� u^i. ,C. 'mil �' 111.40 \ \ 7 y� / 1 � �V " - uo,•� a 2rss2 30.0' Nil,37 1 1 , 75.96' N = 4 ��� "6 ,, - lazrs40 / 1 \ 149• g� t 17;.88' a:r,,� I"�sl '+s 1,��a'ovl" I1N25'i° '�,,. LEGAL DESCRIPTION - N �� 45 ss- '6 m I. -� ��1176.a9� JeCtIOn 7 " 9vI i I Ls" 6 1 +� \ `3 ,.� l 2 / Part of Sections 23, 26 and 27, Township 2 North, Range 14 89'17'49 West 580.62 feet; thence North 11'22'30" West Q 2 I 1 - -/ 1,4x 44 ' w T- _ N "f West, Pulaski County, Arkansas; more particularly described a distance of 15.00 feet to a Point; thence South r - - - ` ♦y5 \ \ �' f, , R - 1 4 - W as; 7937'30" West a distance of 198.77 feet to a Point along n J �'� a curve to the right having a radius of 680.00 feet and a t`, 6 II ' i \ �,• a4 t '� �1,;'� 5 fir. Starting at the Northwest corner of the NE 1/4, Section 27, chord bearing and distance of South 8758'S0" West 103.29 1 ,'y �� ,s\ �\ °, 184.26 4t \ ?�, Township 2 North, Range 14 West, Pulaski County, Arkansas: feet; thence South 8T20'10" West a distance of 396.64 11v , �� ,\ �' 91.�+ thence South 4905'25 West a distance of 72.96 feet to feet to a Point along a curve to the left having a radius of ,•zso35 '4s?,�, \ 3 zAd aJ� d� \ \4e <" the point of beginning; thence South 8757'41 East a 620.00 feet and a chord bearing and distonce of South °a \ 13�,• �N \ \ \ a distance of 262.20 feet to a Point along a curve to the left 85'34'17" West 38.19 feet; thence South 8348'23" West a 4 °. 43' 5♦' having a radius of 924.91 feet and a chord bearing and distance of 552.53 feet to a Point alongo curve to the @ 03 6 `� C \ 4 \ \ �� \96' distance of South 85'48'08' East 91.68 feet; thence South right having a radius of 984.93 feet ana chord bearing and Ad \�`�yf\ \ \ \e: �, 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 \ +� ,ec` \ P\�`Z. a curve to the left having a radius of 2834.80 feet and o 8750'20' West a distance of 681.73 feet to a Point along \ \m r� ,4voT2S *o- \B,�o n 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 35 \ 4 n �Q (� 3 feet; thence North 88'09'51" East a distance of 240.08 chord bearing and distance of North 8T29'37" West 429.96 ,\ \ 1, ooaot 4r \ p \ 3�' �� \ \ \ '� © feet to a Point along a curve to the right having a radius feet; thence South 88'09'51" West a distance of 240.08 1 ,�� ". \ 10 \ 6 \ \G \ $ �'� �� ,¢"' ,�,5 of 2903.18 feet and a chord bearing and distance of South to a Point along a curve to the right having a radius of \ \ \ \ } ti° PAGIS Marker \ 8T29'25 East 439.37 feet; thence South 8750'20' East a 2894.78 feet and o chord bearing and distance South 8933'48" o °o ,ri a gg 9 "'` D7Jj 1� `' # 2074-0268 •11♦ $ distance of 681.73 feet to a Point along a curve to the left West 141.38 feet; thence South 01'01'01" East a distance of erorss \ \ 764.07 feet to a Point; thence South 2Y48'39' East a 1550 ♦v �s \ �1h' having a radius of 924.93 feet and a chord bearing and distance of 270.99 feet to a Point; thence South 37'04'14' distance of South 89'30 59 East 215.10 feet; thence North 8Y48'23" East a distance of 552.53 feet to a Point alongEast a distance of 552.91 feet to o Point; thence South \ o ♦b \'+ S ? wrs s 54'43'53" East a distance of 916.43 feet to a Point; g 5 's ` ° 4 ems• . a curve to the right having a radius of 680.00 feet and a �.aar `�� m \ 5 ty ?,'44, thence South 29'18'36" East a distance of 230.28 feet to a \ \svoo' ry chord bearing and distance of North 85'34'17" East 41.88 \ \ 1 4§r / feet thence North 8T20'10" East a distance of 396.64 Point; thence South 1953'58' West a distance of 370.96 \\�,. S' a` ♦'00' \ . \ soar 34 , soar �• 's sy s\a,. orN\p \\ d, feet to a Point along a curve to the left having a radius of feet to a Point; thence South 76'08'14" West a distance of \ o\ �� 620.00 feet and a chord bearing and distance of North 109.28 feet to a Point; thence North 3443'36' West o 9 svoo' 4j �►3 \�, \� \ \ \ \ ycA Os, 82'58'50" East 94.17 feet; thence North 78'37'30" East a distance of 189.17 feet to a Point; thence North 5T34'03' ♦n< �, \ 140+'+a G+ \ \ `A . distance of 143.47 feet to a Point; thence North 11'22'3T West a distance of 121.09 feet to a Point; thence North \ y� <'( ki V � \ �O AF West a distance of 15.00 feet to a Point along a curve to 8Y14'26" West a distance of 256.73 feet to a Pant; \ 69 b \ $• thence North 89 0T40" West o distance of 777.71 feet to 0 .¢� \ o ,� ^ \ the right having a radius of 1501.01 feet and a chord o °s• , \ 6 �� � s \yc 8 bearing and distance of North 89'38'28" East 677.09 feet Point; thence North 31'35'17• West o distance of 303.71 '• �.� \ O \ ♦� 5`� \ S feet to a Point; thence North 5T16'51" West a distance of s to a point on the West eight of wayline of Chenal Parkway; WOW 33 � f\�nC, \par p \ � � I � I aS � /\ �� \ 9°00 �� thence along a curve to the left hving a radius of 157.87 feet to a Point; thence North 3700'16" West o O SS• \ \ \ �• distance of 163.03 feet to a Point; thence North 54'56'55" te423ros �? $ / 15155.24 feet and a chord bearing and distance of South Tes° \ s Cp 15'27'51" West 92,02 feet along said West right of way West a distance of 365.97 feet to a Point; thence North h 3T20'O6" West a distance of 472.09 feet to a Point; '12't.'91pp`) 154.49• �� 00 �? `'��>.I '� \ \ ��. •� \ ♦� � � line; thence along a curve to the left having a radius of „ ♦ 1,y t'4y 7 k2T 9°00 \ 9 1387.39 feet and a chord bearing and distance of North thence North 2909'05West a distance of 372.81 feet to a Point; thence North 0910'18' East a distance of 848.85 �°' `� �\ \\ ,\�♦6 , e3 '_• 9°0" w ° �' ts.r \ yo. \ a feet to a Point thence North OT02'19" East a distance of I +� do +r g \ s°°° 9 189.99 feet to the Point of Beginning, containing 79.3994 acres 32 \\ \ . N ! `� 00 �1 y1 \ Yr arµ,23. more or less. ' ,\ �ersz4v 7 i� _ - i 17 �\ `eT`"s�.,A•sd � \ � M1t' I � � ds� o) ^q� \ e � aq1 $ f7�1 A�� �°\ .s / �4�' \ \ ♦r'� 'es2sooj ,o° 14ro6 is 8 srsosr� 1 '\ 4 V 'O i \a . /6'� 04 � � � / II •( \ �'fl . '•yi ai 9, e�\ .tV,1�i `'�P. �` ` \ \ �a /� t5123' �y�• 6P57'2o" , 1 c: 6 • �' \ �M 9000• It 10 es44'zs �i 19r 83>/• 'g,� Qr� 'h ''. % \ j sz2ess 31 ' •¢ e 1� ..; - / ' / o /r : \ PAGIS Marker 7 Ty s• y ji ry 13741'4J /o t� /, o. / N I r \\ 2074-0269 9 2 00' d \ � '�., �/ o"',.�0 a h• ./ c •# � �� 'rn, # ^h. ARKAN`_:AS STATE PLANE �°� ♦g "9r;: r; �° +t,22 'O / V �' ,eISO ,z<t41 / � 4r b °i� \ \ � , COORDINFTES (NORTH ZONE)�. 1 N 16626�.91 E 1165411.22 ?a\ \7 30 oar ly cy 93 ,,I r41'os , \ NO \y458\W 1 W22 - --- -. .bS \ r 222'oe•1s �� 2 N 16625 ;.79 E 1165671.45 4 �#so' �. \�� \ 12V45 zs� 3 N 1662a '.07 E 1165762.88 SA \ cQ ,`6 \ ♦ \ `.�k \ \ �1 g 1 ' / yfr\�C� 'ice \ ♦1 'I7• 'k� ^ ./ t� SS 4 N 16622 i.79 E 1166492.65 S6SS" ^y "�' \ \\\'•tv \ 0� m ,,3a� q°• �'�'� ,3 �h♦ g 4 6 9B \ � \ / �C. � �� i N 16623 .45 E 1166650.59 N 16623>.14 E 1166890.55 N 16621 i90 E 1167329.49 N 166135.92 E 1168005,90 N 16613'.10 E 1168220,99 N 1661S..71 E 1168770.29 N 16619:.95 E 1168812.05 N 16621;.38 E 1169208.26 3 N 16622..89 E 1169301.72 1 N 16625 7.19 E 1169442.37 i N 166267.89 E 1169439.42 i N 16627 L 13 E 1170116.50 r N 16618 5.44 E 1170091.96 3 N ,6eis).57 E 1169511.39 3 N 16620 .27 E 1169508.43 N 16616 ,.07 E 1169313.56 N 16615-1.45 E 1169211.05 ' N 16613).01 E 1168814.84 N 16613_06 E 1168776.76 N 166072.45 E 1168227.46 N 166074 39 E 1167998.42 N 166153.37 E 1167322.01 N 16617T.17 E 1166892.47 N 16617)48 E 1166652.51 N 16616;.40 E 116651113 N 165405.46 E 1166524 69 N 165157.54 E 1166634.10 N 16471i.38 E 1166967.39 N 164167.22 E 1167715.61 N 16398 > 42 E 1167828.35 N 163622.15 E 1167758.20 - N 16359 .97 E 1167652.10 N 163751.44 E 1167544.34 I N 163821.64 E 1167445.67 I N 16385..86 E 1167190.73 I N 16386-.70 E 1166413.11 1 N 164122.41 E 1166254.03 1 N 16420 7.74 E 1166121.20 I N 16434 .99 E 1166034.80 I N 16455i.17 E 1165735.20 1 N 16493'..53 E 1165448.89 N 16525 7.12 E 1165267.28 N 166OS7.36 E 1165387.94 \soar \ s S9�• \9P00 \ \ ,°6 dpJ 10V / �,� •i ty.► /� \ \ B* \ @1 ^ ,J. 9\ l 0 \ ,6 \is \ .b '✓A q`� 9 / �` ,�c}� ( saos- >>' \' 'L \� \ �\ \ \ A 'si\ 1b4d , 2p4fi HS �tl.\� JL'aIlly� ^' >• , S'\ \ ! 3 1 \$4 900t1• , CURVE IENDIN DELTA TANGENT RADIUS 4 \ \s ,�° ,e � \t°, � � °' � \d s +\ ' _ ® > p � �jr 1 �6 v�:.�w 0. / `1,, \ ,4a• sf, \ pp `Po C1 606.09' 24'14'3T _ 307.65' 1432,39' �\ �, O 4�� b,d \ Qp C' \00' 1v ¢Ny � \ �y tb• C2 98,83' D8.42'4T 49.51' SMOD' y'a� t �? \ cis ♦� \ Ct � qs soar �\3 \ C3 ww 40.04' 03 31 4Y 20 03 65G.00 �6 $ �ar38'2S R \ \ i y� 41 r0� / 'o- 13 \ \ - s1 \ \ C4 222.58' 13.2116' 11179' 95493' 0� ��\ 92 ry�� �'o \ 123o4ros / 1 � 1� �� \ \OlO \ 14 C5 434.91' 08'40'22'__. 217.87' 2571181 '%..'y\ J� `t' b"'� a' b ' '` C6 159 64 03,71'34" 79.84' 286480' ' E \ m \ '�`,♦z" ti' ~ 4 133.22o 9 3 ♦ J) C7 94 70' 05'40'54• 47.39' 95493' ® `65 sd\ w '•'\ rs• t54"� _ - - - 4 Ce 159.66' 2752'10' 80 91 40000' 4 B6 1\ ,4 7 \ $ i 14s- f j • �� ^ on''�'� 1 rrJy y. 1 4 F_CID 303.85' 8702'5Y--- 18995_ 20000_ NS�7 1os1o'os ¢ \� sg4d h 33ej`�� °�. ♦�. ! 'o't ~ ?aJ, n� \\Q 1 L 7s52.25 C11 377+55' 36'03 13' 195 26, 60000' 7S) 6S!" 7� \ A♦� 5 \ 36 \ \ sa, ,�• /` yyy ,�. t, �m tJ ry� 0 �9• q,or C12 184.94' 1739.39' 93 21' 600.D0' 69). 4, 16►- s� \ CWT." 143.03' 'Rr 1 C13 92.71' 1T422S' 46.73' - 30 - 000 41 :�\ \ \ ,� \ � a4A / / �� �6• r \ \ ♦y0 �� C14 1 15 26' 8803 16' 7z.50' r..00' '� \, \ - TRACT C \ g -- b �R a`t' \ \ or -_ Grp C15 68.10' 1 9'3034 34.38' 2_0 00' �w - - - - - - \��• � - - r -� ` Imo• s� 1 �\ � •\ 41k, � �� O � C16 110.65' 8431 1.39' 68 18' 71.00' \ \ '�� Private Readwaq N89'07"TW o r ra"N. e`� / �'Za•moo �,A \ s,J \ C17 ; 145.57' S53814' 7909' 15C.00' ♦yS 's•` ' t`a�y� ReJ�r to Bait of AsewaNee 74.L 524.a' ---- - __ --- -_. G ti Cie 185.13, 70142'53' 101543' 15C.00' j._C19 175.75' 3533'58' 9048' 30000 ��•'�\ - C20 153.71' 1T36'49' 77.46' Woo O� �\ 0k ` - -�• .-�- .- \4►•�, `6♦ �- j1 n '�i N ,� \ -��. r..__.. _ C21 71.42' wl1'01'_. 35.77'.. 50000 '� 1, \ 0' - 'o ♦,2 c C22 260.56' 3719'2T 135.09' 400.00' °j g\ OT ^ ^ 0 C23 219.29' SY45'50' 13450' 150.00' '� \ TRACT D \1 10959'10' _ - - -- \ � 25 � 24 �' ��, ey 23 g ,2616'� 'use•,,. C24 169.48' 64 44 14 95 08' 150A0' C25 84.09' -_.... 1702 4f) _ 42 20' 40C.00' ----- \ J - �,� \ \ ,6� pis,���x. 901. 00' C27 123 67' 4T14'2,C 65 60, �00' ♦� 22574' �'E., e N8.32' �� ' \' SS3�65 '" I 2.93' $ ^ ^ \ C29 25.91' 0758*11* 12.96' 50000' 40 4O"w 7n.n N8�14'26"iy 256.73380, gDo .0yTss 1 1?T 4 pS" ♦dl 09, Q NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD E'JUNDARY, 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, BLOC-; 93 LOTS 1 & 2, 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 I\t,2t 1A. '\I'IA IAtli IS \'\41WON To be known as "SOLOGNE CIRC.E" BEING PART OF SECTIONS 23, 26 AND 2" T-2-N, R-14-W PULASKI COUNTY, ARKANSAS FINAf N A7 NOVEMBER, 2001 1r� � 18 A., Sped BY: '; � 'Srd, 16 DA_E: U• }09.28 No'q 2 G 2001 I3i.T: WMMN-DA TMW & AMOCZAT= MC CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 r\ Job # 01-0540 I V0n1\f °SAL\19A\nI A" P " Nov '11) 09, n9: OP -101 Piul