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Z-3862 Map 9T• .'ZC Ooa C= 229.205 0 ® ® OJ ©j= 04 O4 / OO = 591405" 00 = S0'ZZ Z9" // 4 - /3%500` 0 0 = 7`C� a'" /j � _ `76 5/" ®p =-/-o3'3B" 04 = 5.�°��'; '6 .]' 29'20'29' 'CJ d • 4D°/5'nn` d7P, �J ;�. 539.56 4 = 63'45'0o" _ d Zo2oGo J - 7,'C19 Cn" = g'.."o70" 26.30'00" 7#.767' r 6; %a OC" 389/67' = �- %'s03' 99478' e= Zocscs' R= /7G 44d jC• Si6. Seo' Q- 917493; 1Z= 114 0-4 2= 637 9L 5' R /64.938 ,('° 57P-9Lo' -• 5' ,Z99 ,P+ 322 130. 048 .P• X97 756, `>• k'= 334.649' .P• Z/S.DDo' ,P• -,75zw, ' /59" ?- /Oz9le. L /43. 739' ,e G = 367 309' ,e= L = 475 459; C 766.44d' L • ZOe O✓Z; C = /D2. B2/' C • //9.065' 6o. Dao' L = 99.975 7-_ 50000' L = 9Z 561 7. 49.0 ' L = /97-74•� T i0o 000 L - /40. 358' T 75 �, 7• /50-000' 150, T• /PD. 000 '.^n tee ' 499-161' , T= c • 75.049' T= 75.04 ' t%7 T• /ZS. oGlO = T- 75.007' T- /82000' T= 230.040 T> ///. p°o' 7= 775.Om T- 55.,wo' T- C- 99.541' C= 119./,P9 C- 79.8/3' C go.o42' C = /%.L32. C ` /35.946 "'• 290.2/9' '- 725.3d7 '- /9G•65/' 300• C- 446.. 76Z' C - 74669' C� eo3.529' C= 149603 ,364.044' C. 3%.009' C 14733/' C= 793773' �C= // iz 196.863 2 ' 29 7982 L98, b IS ------ ,�-- Z //6. 339 T- 6:0.000' T = 60.000' T = 4500 T= SBi47, PRUJCCT C - 14. _,;S3, C=/05.985' C=75.476' C'9 .t/W Cid r&L-le NE44 SECT/o/ 6 T- Awl le -/3-11/ N m 3 o �ivra7� - � h s�°39'27'[` 47903' S6A77/o7y 9 P ' ,j i'-rl PO A o 16 1 D sss asb2 f , $27,1 4�X20/4 /9779' e +p,e 3 "9d5 be.y9'PD} VICIA117 T MAS sc&c' /"= 2CEr9' 5 870472B'E- g 60. o D m T i / do hereby certify that we have laid off,tatle,d, and subdivided, and ,j i'-rl PO A o 16 1 D sss asb2 f , $27,1 4�X20/4 /9779' e +p,e 3 "9d5 be.y9'PD} VICIA117 T MAS sc&c' /"= 2CEr9' 5 870472B'E- g 60. o m T i / do hereby certify that we have laid off,tatle,d, and subdivided, and h \ do here/ lay off, plat, and subdivide said real estate in accordance �v �o with this plat. a cJ N PARKWAY VILLA66 INC' TZ r /4,/983 M ' N __1►f Date of Execution - o, $� m E i O Vt DIL 2 O 0 \ Cj 1. All building lines are a minimum of 25 feet from property lines unless otherwise noted. 2. Iron pins and/or monuments are set at all property and boundary /t/ corners. A/ 3. A11 easements shown-__ _- _to be used for utilities and/or drainage G and are to be 10 feet in width unless indicated otherwise where O L shown on line between lot a, 5 feet for each side. 77 T 4. Radii at intersection of streets right-of-ways to be 25 feet. 7C / 5. All lots having curved boundary lines are measured along ;-hod AE distances, not along arc lengths. LS s o, b 3r c z N nh AY, a ' / \ ✓ 1 S6R S � tK Z�- - 73_0 36 - --------- - - - - -- Ar 1 z 5. o " 226.05' Is _ `- F/J Fo/Z it 4', 5 99.0245 ' th / 7 j14d iq- 255. 5 rPo'27 ZG / / ZESEPI7ElJ Fa? FUTC/PE < \ `� 9.31 //I, '' - \Yo, 7, CERTIFICATE OF OWNER g m We, the undersigned, owners of real estate shown and descri ec1 ham,.;: i / do hereby certify that we have laid off,tatle,d, and subdivided, and \ do here/ lay off, plat, and subdivide said real estate in accordance �o with this plat. a s• X // >- PARKWAY VILLA66 INC' TZ h r /4,/983 LITTLE o1q_31�___ __1►f Date of Execution - \ CERTIFICATE OF RECORDING This document, number _ filed for record in Plat Book , Page Clerk M CERTIFICATE OF ENGINEERING ACCURACY I, Patrick M. McGetrick hereby certify that this plat correctly repre- sents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. MAPC// /Q, 19e3 / � al�ir Date of Execution Patrick M. McGe rick Registered Professinal Engineer #4566, Arkansas CERTIFICATE OF SURVEYING ACCURACY I, Robert C. Lowe 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 correctin shown. , n MARCH 14, /983 R rt C. Lowe Execution 0 Date of Ex Registered Land Surveyor Certificate R12, Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this docl/ment is hereby accepted. This Certificate is hereby executed under tine authority of said Rules and Regulations. ate of Execution Little Rock Planning Commission REGIsTERSp PBOFESSiOi,il, c ENGINEER r y� e•+r Cj No.4560 Q t ROECF" 7 C. LO'r1'f, 1R. REGISTERED LAND SURVEYOR T S . A E OF L P K A N 5 A 5 99 d� �a � J ' I i ,xK � W N S cn r N O N r W a LL o cn :nU \ m W ch W475 - J . t> �z aW< O �1 J 4 - d a Z p J J WC W QCCW W gz T i V O 0 FM z m W O O N 0: M �\ 100 0 100 200 1.._100 scale feet t�LC� 't=moo � _% �� �•� 'U�°4/SO"/�/ 252.27' SBB•ZS'/C •n., PARKWAY PLACE - PRASE I EXHIBIT A PROPERTY DESCRIPTION Part of the NE} of Section 6 and part of the NW} Section 5, both in T -1 -ti, R-13-11, Pulaski County, Arkansas, more particularly described as: Commencing at the NW corner of said NE1/4 Section 6; thence S01003150" w along the West line of said NEI/4 637.93' to a point on the North line of Rock Creek Parkway (said point also being on the arc of a 7.91° curve to the right) thence along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of S83039'27" E 479.03'); thence S65°06'00" E 107.90' to the point of beginning; thence N41°29'09" E 60.0'; thence S67°30'45" E 210.38'; thence N5047'18" E 220.09'; thence N31°23'35" E 140.0'; thence N78°20'12" E 118.90'; thence S51°45'55" E 170.0'; thence N38'14'05" E 135.0'; thence S85°45'02" E 197.79'; thence 521010'40" E 30.0% thence N68°49'20" E 60.0% thence S21°10'40" E 30.0'; thence N69'18'45" E 127.85'; thence S20"41'15" E 162.62'; thence S68"53'54" E 68.22'; thence S39°41'15" E 100.0'; thence N83'12'01" E 295.0'; thence S84o02'14"E, 690.19' thence S0057'55"W, 120.0'; thence S84°02'14"E, 115.0'; thence N0057'55"E 120.0' to the point of curvature of a 26.28' curve to the left; thence along the arc of said curve to the left to the point of tangency thereof (said carve seg:aent having a chord bearing and distance of N25047'05" W 196.24'); thence N52°32'05" W 170.0' to the point of curvature of a 26.24° curve to the right; thence along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of N30°49'24" W 161.55'); thence N9'06'42" W 71.59' to the point of curvature of a 7.35° curve to the right; thence along the arc of said curye to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of N3'24'05" W 155.23'); thence S81°41'28" E 60.0' to the point of curvature of a 1.95' curve to the left; thence along the are of said curve to the left to the point of tangency thereof (said curve segae'a havl °Ig a c'.�td bearing and .distan ce of 53'24'05" E 143.29'); thence S9°06'42" E 71.59' to the point of curvature of a 36.18° curve to the left; thence along the arc of said curve to the left to the point of tangency thereof; (said curve segment having a eh�rd bearing and distance of S30°49'24" E 117.16'); thence S52032'05" E 170.0' to the point of curvature of a 20.61' curve to the right; thence along the arc of said curve to the right to the point of tangency thereof (said curse segment having a chord bearing and distance of S25'47'05" E 250.25'); thence S00°57'55" W 285.0' to the point of curvature of a 25.71° curve to the right; thence along the arc of said curve to the right in a Southwesterly direction to a point (said curve segment having a chord bearing and distsace of 58'06'34" W 55.43'); thence S89'02'05" E 121.96'; North R/W line of Ro•:k Creek Parkway; thence S81'31'45" W along the North R/W line of said Rock Creek Parkway 173.97' to the point of curvature of a 4.79° curve to the left; thence along the arc of said curve to the left and the North R/W line of said Rock Creek Parkway to the point of tangency thereof (said curve segment having a chord bearing and distance of S75°48'08" W 238.68'); thence 564'49'41" W 104.27' to the point of cur- vature of a 4.81' curve to the left; thence along the arc of said curve to the left and the North R/W line of said Rock Creek Parkway to the point of tangency thereof (said curve segment having a chord bearing and distance of 560 3 S" W 4 1 5 U 186. 1 thence continue along the North R/W line of said Rock Creek e Parkway S56'()5'45** W 219.901 to the point of curvature of an 8.02" curve to the right; thence along the arc of said curve to the right and the North R/W line of said Rock Creek Parkway to the point of tangency thereu: (said curve segment having a chord bearing and distance of S68051'31" W 317.65'); thence con.tinoe S88°25'10" W along the North R/W line of said Rock Creek Parkway 93.91' to tl,e point of curvature of a 7.97° curve to the right; thence along the arc of said curve to the right and the North R/W line of said Rock Creek Paekway to the point of tangency thereof (said curve segment having a chord bearing and distance of N80'41'50" W 252.27'); thence N70031'15" W along the North R/W line of said Rock Creek Parkway 203.40' to the point of curvature of a 5.23' curve to the right; thence along the arc of said curve to the right and the North R/W line of said Rock Creek Parkway to the point of tangenry thereof (said curve segment having a chord bearing and distance of N56"01'15" W 548.79'); thence continuing along the North R/W line of said Rack Creek Parkway 0%, following courses; N4103L115" W 549.40'; N48030'51" V 210.'7' to I. thence S00°57'55" Y 110.0', thence 586021'20" E 142.17' to a point on the of beginning, Wnt sin'ng 46.124 Acres, ew-0 u" 't-44- g m rW V i 0 W '^ It J Q � a W a az >- TZ h LL a o� � E i O �\ 100 0 100 200 1.._100 scale feet t�LC� 't=moo � _% �� �•� 'U�°4/SO"/�/ 252.27' SBB•ZS'/C •n., PARKWAY PLACE - PRASE I EXHIBIT A PROPERTY DESCRIPTION Part of the NE} of Section 6 and part of the NW} Section 5, both in T -1 -ti, R-13-11, Pulaski County, Arkansas, more particularly described as: Commencing at the NW corner of said NE1/4 Section 6; thence S01003150" w along the West line of said NEI/4 637.93' to a point on the North line of Rock Creek Parkway (said point also being on the arc of a 7.91° curve to the right) thence along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of S83039'27" E 479.03'); thence S65°06'00" E 107.90' to the point of beginning; thence N41°29'09" E 60.0'; thence S67°30'45" E 210.38'; thence N5047'18" E 220.09'; thence N31°23'35" E 140.0'; thence N78°20'12" E 118.90'; thence S51°45'55" E 170.0'; thence N38'14'05" E 135.0'; thence S85°45'02" E 197.79'; thence 521010'40" E 30.0% thence N68°49'20" E 60.0% thence S21°10'40" E 30.0'; thence N69'18'45" E 127.85'; thence S20"41'15" E 162.62'; thence S68"53'54" E 68.22'; thence S39°41'15" E 100.0'; thence N83'12'01" E 295.0'; thence S84o02'14"E, 690.19' thence S0057'55"W, 120.0'; thence S84°02'14"E, 115.0'; thence N0057'55"E 120.0' to the point of curvature of a 26.28' curve to the left; thence along the arc of said curve to the left to the point of tangency thereof (said carve seg:aent having a chord bearing and distance of N25047'05" W 196.24'); thence N52°32'05" W 170.0' to the point of curvature of a 26.24° curve to the right; thence along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of N30°49'24" W 161.55'); thence N9'06'42" W 71.59' to the point of curvature of a 7.35° curve to the right; thence along the arc of said curye to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of N3'24'05" W 155.23'); thence S81°41'28" E 60.0' to the point of curvature of a 1.95' curve to the left; thence along the are of said curve to the left to the point of tangency thereof (said curve segae'a havl °Ig a c'.�td bearing and .distan ce of 53'24'05" E 143.29'); thence S9°06'42" E 71.59' to the point of curvature of a 36.18° curve to the left; thence along the arc of said curve to the left to the point of tangency thereof; (said curve segment having a eh�rd bearing and distance of S30°49'24" E 117.16'); thence S52032'05" E 170.0' to the point of curvature of a 20.61' curve to the right; thence along the arc of said curve to the right to the point of tangency thereof (said curse segment having a chord bearing and distance of S25'47'05" E 250.25'); thence S00°57'55" W 285.0' to the point of curvature of a 25.71° curve to the right; thence along the arc of said curve to the right in a Southwesterly direction to a point (said curve segment having a chord bearing and distsace of 58'06'34" W 55.43'); thence S89'02'05" E 121.96'; North R/W line of Ro•:k Creek Parkway; thence S81'31'45" W along the North R/W line of said Rock Creek Parkway 173.97' to the point of curvature of a 4.79° curve to the left; thence along the arc of said curve to the left and the North R/W line of said Rock Creek Parkway to the point of tangency thereof (said curve segment having a chord bearing and distance of S75°48'08" W 238.68'); thence 564'49'41" W 104.27' to the point of cur- vature of a 4.81' curve to the left; thence along the arc of said curve to the left and the North R/W line of said Rock Creek Parkway to the point of tangency thereof (said curve segment having a chord bearing and distance of 560 3 S" W 4 1 5 U 186. 1 thence continue along the North R/W line of said Rock Creek e Parkway S56'()5'45** W 219.901 to the point of curvature of an 8.02" curve to the right; thence along the arc of said curve to the right and the North R/W line of said Rock Creek Parkway to the point of tangency thereu: (said curve segment having a chord bearing and distance of S68051'31" W 317.65'); thence con.tinoe S88°25'10" W along the North R/W line of said Rock Creek Parkway 93.91' to tl,e point of curvature of a 7.97° curve to the right; thence along the arc of said curve to the right and the North R/W line of said Rock Creek Paekway to the point of tangency thereof (said curve segment having a chord bearing and distance of N80'41'50" W 252.27'); thence N70031'15" W along the North R/W line of said Rock Creek Parkway 203.40' to the point of curvature of a 5.23' curve to the right; thence along the arc of said curve to the right and the North R/W line of said Rock Creek Parkway to the point of tangenry thereof (said curve segment having a chord bearing and distance of N56"01'15" W 548.79'); thence continuing along the North R/W line of said Rack Creek Parkway 0%, following courses; N4103L115" W 549.40'; N48030'51" V 210.'7' to I. thence S00°57'55" Y 110.0', thence 586021'20" E 142.17' to a point on the of beginning, Wnt sin'ng 46.124 Acres, ew-0 u" 't-44- g m �I i 0 W '^ It - VI -V h a I O DIL O m �I 0 W '^ It U U -V a !QAM O DIL