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HomeMy WebLinkAboutS-0867-GG Map 13 Ott Ear ,n �X / 45 � I- f7ccess INSET 'A ' � ILII Col{ �a5ern �a5ei e�5 -t7_RAC17_ 'G '(Access I ��uf� Easemenf> Li I TR C G� Gn I 45 FJccca� EU1�: 45 Pi�GT A � Easemf /N5E T `F ' (37c'n erdl A/O/,T5 / Iron gins were Sef Af Jg11 Lo f corn er5. Z. A// Ed5C•177C1f5 Show.7-----Arc' To /3e U'Ircc�lFor Drainage, Access, fend/Or Ufi/ifies. Unless Ofherwi Noted 3. 0/5/'anCeS Shown J9/0ng Curve Rrc chords. 4 Error of C/orure F,/af 5. 7recf3 A' �37 ' Sha// Bc U,sCal For uti/ifies, Orainay� And Access 5%5 O� 00, V/CIN17—Y MAP Nis �v CHENAL VALLEY PHASE IX STATE PLANE COORDINATES POINT NO, NORTH EAST 1 159,300.412 1,171,078.930 2 159,338.07 1,170,487.30 3 159,427.51 1,170,327.85 4 159,672.84 1,170,045.23 5 159,959.31 1,169,826.46 6 159,922.89 1,169,778.77 7 160,096.64 1,169,646.09 8 160,391.76 1,169,260.18 9 160,586.52 1,168,782.50 10 160,816.35 1,168,477.56 11 160,853.43 1,168,524.73 12 161,079.03 1,168,404.45 13 161,111.05 1,168,658.90 14 161,178.61 1,168, 675.95 15 160,884.80 1,169,193.37 16 160,819.80 1,169,392.37 17 160,515.80 1,169,956.J7 18 160,069.80 1,170,334.37 19 159,940.80 1,170,337.37 Acc�fSS (� U "11 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I. JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REOUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCEW.JTH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. - - - -- - — DATE OF EXECUTION 6ATE OF EXECUTION JOE D. WHITE 0. R. _ - _-- PAGE- , REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. -- _--___— CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033. ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,FILED FOR RECORD__ , 19 IN PLAT BOOK---- . PAGE NAME 1 ,S 5f'37 '56; ` j1 60. 0 IN ,•, ✓ 0L �W 639.95 a / w m ,9cces.s �'UfilLa�ernf 1 w � W h INSFT_ 'C ' LITTLE POCK sw 4or- se'a, /V /a, IAUNICIPAL Vgy 1" R, ViORKS sec. 35. T--e-N, R-Il-W .+LANS AF'PROVED DATE 35 F / a5 �;cccs5 Ufi/ II I6 C. J INSET E , 44 N 39 r Chenal Valley 9 238°4G "�O Part of the W1/2. NEI/4; E1/2, NW1/4 and NW1/4 NW1/4, Section 35 and part of the SWi/4, SWt/4, Section 26, T-2-N, R-14-W, Pulaski County, Arkansas more particularly described as: starting at the Southwest corner of the SE1/4. NW1/4, said Section 35; thence S88'45'2VE along the South line of said SE1/4, NW1/4, 660.40 ft. to the Southwest corner of the E1/2, SE1/4, NW1/4, said Section 35; thence N44 26'13'E, 537.63 ft.; thence N2854'24'W, 437,94 ft.; thence N37'22'04'W, 833.95 ft. thence N52°37'56'E, 300.0 ft. to the point of beginning; thence N37622' O4' W, 218.62 f t. ; thence Northwesterly along the arc of a 924.93 ft. radius curve to the left, having a chord bearing and distance of N52°35'361W, 485.82 ft.; thence N67049'08'W, 515.86 ft.; thence Northwesterly along the arc of a 746.20 ft. radius curve to the right having a chord bearing and distance of N52059' 391 W, 381. 85 f t. ; thence 1451^49'50'E, 60.0 ft.; thence Northerly along the arc of a 686.20 ft. radius curve to the right having a chord bearing and distance of N28003'58'W, 255.66 ft.; thence N82049'39'E, 256.46 ft.; thence N14009' 41' E, 69. 68 ft. ; thence S60024' 39' E, 595. 02 ft. ; thence S71054'40'E. 209.35 ft.; thence S61040'30'E, 640.71 f1.; thence S40016' 56' E, 584. 64 ft. ; thence S1019' 56' E, 129. 03 f t. ; thence S49011'13"E, 979.80 ft. to a point on the Northerly right-of-way line of Chenal Valley Drive; thence Westerly along said Northerly right-of-way line, being the arc of a 686.20 ft. radius curve to the right, having a chord bearing and distance of N86021'28"W, 592.83 ft.; thence N60042'44'W and continuing along said Northerly right-of-way line and said Northerly right-of-way line extended Westerly, 182.82 ft.; thence Northwesterly along the arc of'a 924.93 ft. radius curve to the right, having a chord bearing and distance of N49002'24'W. 374.25 ft.; thence N37022'04'W, 360.45 ft.; thence S52037'56'W, 60.0 ft, to the point of beginning, containing 29.5802 Acres, more or less. eLLcFl�l � I-� atJD�R�G aI�IcIF,> IA_LL IN 14 UN ENQL. VALLEY a,y ,-nc IT l Sri To TH a C. I TY of LITTLE AS IZ I�J�i GILLS Ir-icy FA_�_'TC:f NC-,'4'I E%2 Nw%41 arl�Nw1/41Nw%41 L M I IF-- 14 - w F--u --I L j�✓CA.1�� III = Icz�1 f>.4T� lo- Imo- ci2 © WHITE-OATERS & ASSOCIATES, I -" O CIVIL ENGINEERING, LAND PLANNING & DEVE OPMENT, SURVEYING 13 401 Victory Street Little Rock, Arkansas 72201 -z_ w