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HomeMy WebLinkAboutS-0867-GG Map 2//V5ET/ 'A / (P 0 coo" ,TRa�r S H'afr� Edsrr-r� f �Q /N5E 7- 'F / 595.01Z , POINT NO, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 119935 5' Q0'E al I ,�h 'I I 5 ricnera/ NOfc5 i Iron P1175 Were 5cl Al A// Lol Corners. —� -- - -+ - Z. A// Ed5cmenf7 To 15e U C Fon Ordinage, Access, Rnd/C�i'u/i/ifies. Un/ess ofhrr-1,•vi� �� 3. Orstances Shown I]/ong Curve's Arc Chord.5. Tw/S PRO_�ECT 4 Error of No3urc : F/af (71 - 5. 7r-c9c15 A- 6 5ha1/ Bc U5cdFor ufi/ifics, Dro7rnagr And Access 7"HC' Areas cs,��nated For Access �uti/ Ea.Serncnis, Inc/udc �` o� 35 �� o� �'P �nfh Rn EdSemenf forVchicu/ar Traffic Fo�The USeOfLolS o,, fronting on Such Drive, P/7o(R Genera/ C/tiL E 5(f ncnl. 7. Tff,9rca3 ne r1gnateo'ForG011f Carl Uli/ ly Ea5(rnCI_26- Inc,rude &�fh FIn Easernenl For Go/f C'arl use ocoeral Ut/liiLf Ed9erT7enl 8, 5wa/e5/A'7r1?w.5 Arc ,ShoWn V / CI N / 7-Y M,4P v Ts Rc �c-r To 5i ll 0{)955U1-ancc For - — Re5triction5. CHENAL VALLEY PHASE IX STATE PLANE COORDINATES NORTH AS 159,300.412 1,171,078,930 159,338.07 1,170,487.30 159,427.51 1,170,327.85 159,672.84 1,170,045.23 159,959.31 1,169,826.46 159,922.89 1,169,778.77 160,096.64 1,169,646.09 160,391.76 1,169,260.18 160,586.52 1,168,782.50 160,816.35 1,168,477.56 160,853.43 1,168,524.73 161,079.03 1,168,404.45 161,111.05 1,168,658.90 161,178.61 1,168,675.95 160,884.80 1,169,193.37 160,B19.80 1,169,392.37 160,515.80 1,169,956.37 160,069.80 1,170,334.37 159,940.80 1,170,337.37 °40 � yl.y �l Ii'/' \iL'/ 5 S 1� R / 61 llV5ET 'f3 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER 1, 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 REQUIRED 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.yTH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS l HAVE IREENCOMPLIED WITH. - / �", Imo`' —X , ' ✓ 'CATE DATE OF EXECUTION (; - OF'EXECUTION J JOE D. WHITE D. R. _ _- PAGE REGISTERED LAND SURVEYOR ADDRESS N0, 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 CERT;FICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID • 1 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 72'C�'O;1' 633. 95' re. _--_�c -- �' ---- 2Q'4v r i l u+ F 7 fl J/ scr X5. , 13 i& lh,5F. T C " a a� ow Cor 5E %4, NW %4, ScC. 35. T-?-N, R-14-W I/IF) /N5E T � D /�1;3 , �a A ;oil' N �•4l 23,'ac co Chenal Valley 9 Part of the W1/2, NE1/4; E1/2, NW1/4 and NWS/4 NW1/4, Section 35 and part of the SW1/4, SW1/4, Section 26, T-2-11, 11-14-14, Pulaski County, Arkansas, more particularly described as: starting at the Southwest corner of the SE1/4, NW1/4, said Section 35; thence S88`45'2V E 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 N28054' 24" W, 437.94 f t. ; thence N37°22'041W. 83195 ft.; thence N52'37'561E, 380.0 f1. to the point of beginning; thence N37022'04'W. 218.62 ft.; thence Northwesterly along the arc of a 924.93 ft. radius curve to the left, having a chord bearing and distance of N52'35'36'W, 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 bear i ng and d i stance of N52059' 39' W. 381. 85 f t. ; thence N51049'50'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 N28°03' 58" W, 255.66 f t. ; thence N820 49' 39' E, 256. 46 f t. ; thence N14009'4VE. 69.68 ft.; thence S60°24'39'E. 595.02 ft.; thence S71054'40'E, 209.35 ft.; thence S6f°40'30'E. 640.71 ft.; thence S40016' 56' E, 584.64 ft. ; thence S10 19' 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 beg inPHng,�� containing 29.5802 Acres, more or less. , 9WV.fUI C 2, F t 14 I- pt�l�TR�*G� s�.1�Ic EIF C�I,dJ_L-IN GH ENa.L VALLEy A-[�)DIT1e:N To THE CITY cf LITTLE icl aril s E54�--Ir4(al FA2TC;:ff w Z1 IN�4 2,NW�gI ANDNV�1�4iNV�J��{ zc, 15w%41 T 2 I`l l iz-14- W }�LJLA�KI couNT�, WzK6J�a�4s- k= o I cry /Z= '_Z� 4cz' 5c 4.L6 . III = Icz-�1 p4T� © WHITE-DATERS & ASSOCIATES, �J la CIVIL ENGINEERING LAND PLANNING & OEVEL MIVNT. SURVEYING 0 401 Victory Street Little Rock, Arkansas 72201