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HomeMy WebLinkAboutS-0867-F Map 1CERTIFICATE OF SURVEYING ACCURACY I, Joe D. White, hereby certify that this plat correctly represents a boundary survey made by me an! boundary markers shown hereon actually exist and their Location, type and material are correctly shown. 1 r i Date of Execution Joe D. Wh to Registered Land Surveyor No. 534, Arkansas CERTIFICATE OF ENGINEERING ACCURACY 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. Bate of Execution Timoth E. Daters Registered Professional Engineer No. 5033, Arkansas ....... 1ST .' • STATE OF • ANSAS '•.• 0.534 - 0. tP��'0F D. W Nth` • Z C ''r1nr11Jf'' /0,0/S1A E O ARKIIANSAS �l REWSTERED y� PROFESSIONAL IN ENGINEER No.5033 qco0lf E. q CUl?l/C 0,417-A cu/ V� /V o 3O 45 °/3 ® Z5° 25 07 a O5 75 °'r ,45 " O 74°33 •.�'�„ ® Z/°57 /0' 0 45 3340" i; l 43°54 42A J CERTIFICATE OF OWNER We, the undersigned, owners of the real es- tate shown and described herein, do hereby certify that we have laid off• platted, and subdivided, and do hereby lay off, plat, and subdivide said real estate in accordance with this plat. t` 7i. 1C%1 T/M F'G'i.,l7VC Bate of Execution y /OdI_r' F/A,'gn,r,',y� CE,Y7,PE' D.R.6 1 Page ✓-y r^9eKytigy'�U/ 3.-T-7Lil��k�rk Address A2 Instrument No. CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulatotons, and all of the conditions of approval having been completed, this docu- ment is hereby.. accepted. This certificate is hereby executed under the authority,of said Rules and Regulations. Date of Execution Little Rock Planning CERTIFICATE OF RECORDING This document, number , filed for record 19 in Plat Book Page nnO5 40 r P 'G /37 25 5 ? s' Commission 557'CC,23� 5 \� 2J` „ e /26 a/ ' SSP� O 53? ° 3A1 4�0 5552 7/2gJ8g0CK 24 y \' \d7J�� pp 3 \ap, 55. o_ a "'al oescri `,', to art of Sections 2b and 35, T-2-N R-14-W, Pulaski County, Arkansas, more v ,.drticularly descrlbed as: Start ng at the center of 5ectlun 3t, T-2-N, R-14- 6 ,9 W; thence SO'45134"W along the No n-South canterilna of sold Section 36, 1021,1 Qy ft. to a point on the contarllne o Chenal Parkway; thence Northwesterly along O _ sold centerline, being the arc of�a 2864.79 tt, radius curve to the left, \ having a chord bearing and distant♦ of N22-55154"W, 873.h2 If. to a point; )\ thence N31'42'05wW end conTinu Mg long said centerline, 2164,01 tt, to a point; R thence Northrestarly end contlnuin along said centerline being the arc of a 3� 5729.58 ft. radius curve to the right, having a chord bearing and distance of " 4 N26'52134"W, 964.0 ft. to a polnt;,thance N22'031W and continuing along said centerline, 811.46' tt, to the point of Intersection of said centerline of Chenal Parkway and the centerline of Chanel Valley Drive; thence S79'48107"W along the e cnterline of Chanal Valley Drive, 259.38 ft. to a point; thence Southwesterly along sala centerl lne, being the arc of a 1432.39 ft. radius curve to the right, having a chord bearing and distance of S84'12109"W, 219.61 it, to a point; thence S6836110"W and continuing along sold centerline 473.92 tt, to a point; thence Southwestatiy and centlnuing along said centerline, being the are of a 818.51 ft. radius curve to the let , having a churl bearing and distance of S 50'36'48"W, 1007.61 ft. to a point; thence N7T 22 la W, 30,0 ft, to a point on / the West-RIght-of-May line of Che al Vailay Urtve any ne point of begl nning; h " trance Sou+hwesterly along said We t Right-ot-Way line, being the arc of a s4.h.51 tt, radius curve to the 10} 'raving A chord bearin, and distance of :A I'44'33"W, 20.42 ft. to a point; tnenre S11'03!13"W and continuing along said Southwesterly along said �I '\ West Right -mot -Way line, 708.06 ft. to a point; thence West Right-c,f-Way line, being the nr,, of a 686,20 ft. radius curve to the right, t„ '1 having a chord rearing and dlsten,:e ct ft, to a point; thence �4,'74'31`W, _59 45 ft. to a point; thence N>I'J3'41"W 4E ,9 ft. to a pol:rt: trance N57'12'07"W, 128.0 ft. to r point; thence N82'21149"W, 519,5 ft. to a c puint; thence Nb5'13132"W, 267,35 ft. to a poln'; thence N30'05'59"W, 122,85 ft. to a point, thence N77'58144"W, IA .41 tt, to < point; thence N34•100131110, i \ thence '29"W, 1N1 10 ft. to e'yoi of thence 16U.50 tt to apoint;p N24'S5'Sb r, !79 4u ft, tea Joir'• *hence NI-.'SI"W, IN3 4A ft +u � point; 01 V V nonce N4 u:'39 L, 127.48 ft. to tint; trerce 568'44 7"E, r 90 ft. to a art; then:a "t67 /0'20"E 16,2 17 'Y¢ ^ r;o�nf trance 54 c'2'1'ir f GD1.9b ft, N I ..:.ice -Irv• ..,.,. ).-;.o; 'f. 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Lv/5 yY/fh �ouna�d i�e�5 9/� MedSur� 70 of /nfe�eciior� o/'Lo/ Li/)l�n, Pl-x Vof Fb/rD/5 On curl. 4 D/57/dl�C�� �izo�n 9/0� CuC 177nl ' 01'II FV F//c' 05 /Ct9r co TH/5 n h V/C //V / Ty MA40 /V r 0 �r / 0( ( �; 1b� 1 ='LA�j- cT "T i .-If .-,LX.K I /tNC� Ll I- 2� f�I�IC 2 GH ENAL VA,LL�'1' IL N P1_1�:ICDIT":)N \ cl TtI 7 LiTTLE BSI I 9�,7 � T�J� 2� 35 T- 2- N I Fc�- 14 - VJ IN FEZ---T © WHITE-DATERS & ASSOCIATES, INC. La CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING Z3 401 Victory Street Little Rock, Arkansas 72201