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HomeMy WebLinkAboutS-0296-A Map 3Od• OO= 00= ® 00-91Pb%O' ©Q= 0d-6/^/0'00' Oa= 9Q°30'0457" 8304500" 20'LbGlO' d' 7/'aY1'LlaJ' 26'3000" 96'S0 74 ,e� 386.q64' ,P=334, 649' ,e•275.oao" /e- /75.144' ,e-,oY9.,6/' R 75y.. 141' Z= 399/67' e- 98.47 ' L' 732. V.5 L.4".16/', 4.75. 649' L= Z/7/59; c- /49, 7-49' L= 3675"' e- 4/5.os'9" L- /66. 40 T' :2O. Ooa' 7 = '%na a00 T° 3L9/C' T- /1S•000 T- 75. om' T • /B7 000' T - ?3C. 000 T = ///.a C= 229. 2a5' C- 446J60' C• 74. 669' C• P03.579 C= 149.160.3 C• 36¢.a44" C= 3%.00g' C - 14733, /9 4 56°s9'a¢" 20 d • 62%2'3/ 0.6 = 69` a0' ®4 = 94 33 4i' O = 55 56%0 ®d • X^A0 en" 04, ¢'_V'Oo' ,P = /76.939' /P • 124, 308' Z ' /6Z. 6C7' ,e � /92.863' 2' Ile. "5, .e- 57.597' k'= /27Z 58S' L • /34 9", L /46. 55e , L = //6- 339' e . MO.3/4' L = 76 440' L • 99. 940, 7 69. 9a7 ' T ' 75, ua0' 7 - 7s. oao ' T - d,:0. 000' 7 = ao-000' T = 45.aw' T = 60.000' C , /e///O' C - /2A 434' e - /36. ZZ/ C . //4 Sd3' C- /OS. Ms, C = 70. 9?/' C- 99.923' Al.,Cv4V e.UE? 7-11-X/, .e-/3-fit/ I SK3'39 S65 � 4J'E I a� OO - 59 24GU' OCi = SD'71 Z9 " 00 n /3'/500 ` P r OQ-T� /3 Q = 48^sc' -ro.• f¢ OQ= 31 5 OQ=?3°?O'OO" / ©0= ?e5219' T O a- ,9-�9/S- /8 Oa- ?6.45t, ,P- ZOG 665' �r /n- ✓64' L > B /I' S.b.s90" s0 ?_ //O./39' Q: --eg'" 413 142/SO' .e- Z26 R' 1.f5 ." Z/O./94' • Z' C 4 07.5, f9l, 4 00' 316' 7 11!5. 5-- 0' - ro.mc' T= So 000' T- SQOao' T. /PO GM' T: .SO.OLXJ` T= SO.G1ro' T• 63�2CO' T• S0. Aa7 C= /99./73' C. 99. 541' C- /19. 1l9 C. s9 9/3' C- 9/OSe' C- 2io. 363' C'= 97934' 124.703' C= 97185 . ,� /60, y5� se5,esbzf /9779' 5f1p10 Ale 60 1°1° 40'e rg1 B 0 78°20 /Z - s ne ` �� 'Age! ST 69°!B'6✓ o N It °119 ti I V1C//1/7'Y MW;/' moo' ]. All building lines are a minimum of 25 feet from property lines c unless otherwise noted. a 2. Iron pins and/or monuments are set at all property and boundary h •Q1 / / ,� / corners. I� N /V 3. All easements shown-- - -to be used for utilities and/or drainage �h and are to be 10 feet in width unless indicated otherwise where 0 shown on line between lots, 5 feet for each side. M I f7 T 4. Radii at intersection of streets right-of-ways to be 25 feet. /< 5. All lots having curved boundary lines are measured along chord y A distances, not along arc lengths. N O c `5' s-, cc a 3� d s_- �o N N c, 3 h O In C In N� 4 ;u ° vt ------------ n I r � \ y \ r -- - -- Wes'" i, r /VE[7EfOP CERTIFICATE OF OWNER \ �r We, the undarslgned, owners of real estate slnwn and described herein, do hereby certify that we have lald off, platted, and subdivided, and do hereby lay off, plat, and subdivide said real estate in ar;cordance C with this plat. 'F PAQKWAYVILto66- INC. Date of Execution CEFRFIF,CATE OF RLCORJ1i4,, This document, number T f I led for record -_ 19_, In Plat Book _ _ _ Page C lerk CERTIFICATE OF ENGINEERING ACCURACY 1, 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. IVW' .V_/41 1193 _ r Date of Execution Patrick M. Mc( Registered Professinal Engineer 14566, Arkansas CERTIFICATE OF SURVEYING ACCURACY 1, 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 correctly shown. Date of Execution 2ort C. Lowe Registered Land Surveyor Certificate #1 2, Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and al of the conditions of approval having been completed, this docijment is hereby accepted. This Certificate is hereby executed under the authority of said Rules and Regulations. Date of Execution - Little Rock Planning Commission 4- ° •'ac W `C I \ - FUTU?E Ao9? EVT 7 4-S 1. �1Ali Jf dR j bS r . . REGISTERED PROFESSiONAL No.4566 4 P.OSERT C. LOWE, lR REGISTERED LAND SURVEYOR as sr e OF S R K A N S A S vyr � I h / / -4t-- / eo % Si � 251, 77' SBd'•25 /�W a 5 B9'0Y'0 S e /2/ 9/' I o n sa6-2TZo"�`' N W 100 0 100 200 1"=100' l=jMMr`%MMd' Mond scale feet 2t U O N N W` UM/ Q $U U9 Q CnY \ 0 W U W� W t� W Lu LuZ O Q i J a° O a a N 1 J w W W W Q W mQ S Z nU Z mo W ool T o 0) (W V Q Ja T � W a Q �" a LL CL North R/W line of Rock 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 PARKWAY PLACE - PHASE I N00657'55" E 285.0' to the point of curvature of a 26.28' curve to the left; 4.79' curve to the left; thence along the arc of said curve to the left and EXHIBIT A thence along the arc of said curve to the left to the point of tangency the North R/W line of said Rock Creek Parkway to the point of tangency PROPERTY DESCRIPTION thereof (said curve segment having a chord bearing and distance of thereof (said curve segment having a chord bearing and distance of N25°47'05" W 196.24'); thence N52°32'05" W 110.0' to the point of curvature S75°48'08" W 238.68'); thence S64'49'41" W 104.27' to the point of cur - of a 26.24' curve to the right; thence along the arc of said curve to the vature of a 4.81' curve to the left; thence along the arc of said curve to Part of the NE1/4 of Section 6, T-1-N, R-13-W, Pulaski County Arkansas, more right to the point of tangency thereof (said curve segment having a chord the left and the North R/W line of said Rock Creek Parkway to the point of particularly described as: bearing and distance of N30°49'24" W 161.55'); thence N9°06'42" W 71.59' to tangency thereof (said curve segment having a chord bearing and distance of the point of curvature of a 7.3 curve t the right; h po c 5 c o g thence along the arc ° . , S60 35 OS" W 186.41 ); thence continue along the North R/W line of said m Commencing at the NW corner of said NEI/4 Section 6; thence SO1°03'50" W of said curve to the right to the point of tangency thereof (said curve Rock Creek Parkway S56°05145" W 279.90' to the of curvature � W along the West line of said NEIA 637.93' to a point on the North line of segment having a chord bearing and distance of N3.24'05" W 155.23'); thence point of an 8.02' curve to the right; thence along the arc of said curve to the right U C_ Rock Creek Parkway (said point also being on the arc of a 7.91' curve to S87'41'28" E 60.0' to the point of curvature of a 7.95' curve to the left; g' and the North R/W line of said Rock Creek Parkway to the point of tangency W U X \ the right) thence along the arc of said curve to the right to the point of thence along the arc of said curve to the left to the point of tangency thereof (said curve segment having a chord bearing and distance of O >� tangency thereof (said curve segment having a chord bearing and distance of thereof (said curve segment having a chord bearing and ,distance of S68051'31" W 317.65'); thence continue S88°25'10- W along the North R/W S83039 27- E 419.03 )' thence S65'06 00" E 107.901 to the point of po S3 24 05" E 143.29 ); thence S9 06 42" E 71.59 to the point of curvature line of said Rock Creek Parkway 93.91 to the of curvature of a 7.97 . beginning; thence N41'29'09" E 60.01; thence S67.30'45" E 270.381; thence of a 36.18' curve to the left; thence along the arc of said curve to the point curve to the right; thence along the arc of said curve to the right and the Q = z > N5°47'18- E 220.09'; thence N31'23'35" E 140.0'; thence N78'20'12- E left to the point of tangency thereof; (said curve segment having a chord North R/W line of said Rock Creek Parkway to the of tangency thereof a p e a 118.90'; thence S51°45'S5" E 170.0'; thence N38'14'OS' E 135.0'; thence bearing and distance of S30'49'24" E 117.16'); thence S52°32'05" E 170.0' point (said curve segment having a chord bearing and distance of N80°41'50" W o o a S85645'02" E 197J9'; thence S21'10'40" E 30.0'; thence N68'49'20" E 60.0'; to the point of curvature of a 20.61° curve to the right; thence along the 252.21'); thence N70°31'15" W along the North R/W line of said Rock Creek thence S21010140" E 30.0'; thence N69'18'45- E 127.85'i thence S20'41'15- E arc of said curve to the right to the point of tangency thereof (said curve Parkway 203.40' to the point of curvature of a 5.23' curve to the right; 162.62'; thence S68°53'54" E 68.22'; thence S39'41'15' E 100.0'; thence segment having a chord bearing and distance of S25'47'05" E 250.25'); thence along the are of said curve to the right and the North R/W line N83012'01- E 295.0% thence S13'24'37- E 246.70'; thence SI'07'34- W thence SOO°57'55" W 285.0' to the point of curvature of a 25.71° curve to of said Rock Creek Parkwayto the of tangency thereof (said �.. 230.12'; thence S88°20'40" E 692.23'; thence N35'31'!8- E 36.31' to the the right; thence along the arc of said curve to the right in a point curve po g y segment having a chord bearing and distance of N56°O1'15" W 548.79'); W '1 LL point of curvature of a 35.18' curve to the left; thnce along the arc of Southwesterly direction to a point (said curve segment having a chord thence continuing along the North R/W line of said Rock Creek Parkway the _ O said curve to the left to the point of tangency therof (said curve segment bearing and distance of SS"06'34" W 55.43'); thence S89'02'05" E 121.9l'; following courses; N41'31115" W 549.40'; N48'30'51" W 210.77' to the point N having a chord bearing and distance of N18°14'46- E16.76'); thence thence S00'57'55" W i?0.0'; thence S86'27'20" 9 142.17' to a point on the of beginning, containing 38.9D9 acres, more or less.