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HomeMy WebLinkAboutS-0867-L Map 1N65 274dC 3535 Nf_F 060 '54 %V 53/ 2-3 curzVc 00 TA curve N�. a 0 r L 6� /67 07 ' 330.79 2 7739 57, 35 /55 % , 3. ZZ43 Z4 /O' //5 /3 , Z27?3 G •Q9 3B" _T? 73 89 ZO , 5. 93'03'OV" 4G' 49 13, i3 60 ro. 47 %O '26 " /O • Z50. /6 , 47/ 77 7 2C6'59 26" o7. 51, /67 57' 5, 5 "5/ "/5 ` 4! 3/ 77 CIS 97. 2d 163. �20 /O 67 0<c5 '40" 38 /05. QS /wcv 2 S>, S.S - 9 750 0'en�, vo `s �.�-an�c .vim/,�r-Ufi/i/cam, Uri/cso o�`fx-rvvroc� Point ors of Lo/ L//?cs 19 x//1/ot s Fro'ci/ A,= �I/ers io/�5 0� 0//t-e/ X)/9h7s -o�li✓ay A/z" 25 TRA CT C TP,4 CT If .JZrT,4/L - TPACTS C, De If / oo' .S 7/' 4/ /4 C d/3 34 VI C/N./ T Y M,4P /v r. s. G a CERTIFICATE OF SURVEYING ACCURACY I, Joe D. White, 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 Joe D. White 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. Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas 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. Date of Execution D.R. Page Address Instrument No. CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, 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 Commission CERTIFICATE OF RECORDING This document, number , filed for record 19 in Plat Book_ Page I '�T CEO , *00 U;• : a STATF OF Pail ui ,ection 35, T-c-N, R-14-W, Pulaski County, Arkansas, more AS ARKAM Z : N0.53a t O particularly described as: Starting at the center of Section 36, T-2- O N, R-14-W; thence 50"45'34"W along the North -South centerline of said srnnns+e Liz Section 36, 1021.60 ft. to a point; thence Northwesterly along the arc j '% % OF D. WN �:Z -'864.79 ft. radius curve to the left, having a chord bearing and dis: yj i O� '••.•,..•• SJ,e of 22055'54"W, 873.62 ftto a point; thence N31°42'04"W, 1565.511" point; thence S58°D0'56"W, 333.03 ftto a point; thence Southwc- along ••,,,.�„••'' h arc of S32"PIO Wr,s12361.23to the ft. tolafpoint;�ing 4U thence S6'ti3'18"W, 389.69 ft, to a point; thence Southerly along the arc of,, 2864.79 ft. radius curve to the right, having a chord bearing and di, of 51°06'42"W, 576.67 ft. to a point; thence N86046'15"W, point; thence Northwesterly along the arc of a 572.96 ft. the right, having a chord bearing and distance of N73°00'.i1:' to a point; thence N59°151W, 1Q8:41 ft. to a point; thence ku, aj!%Jge .c of a $1$.96 ft. radius curve to the left, having d chQ ra earl rig an fis�oi - i v .;',77''iv-_-it-�:u"4 .-tf,, 3 "14t-;--'rher. e2--NttJ 266.85 ft. to a point; thence Northwesterly along the arc of d 572.9 radius curve to the right, having a chord bearing and distance of S5705b'36"W, 485.01 ft. to a point; thence 1432454'12"W, 286.18 ft. tc, point; thence N57005'48"E, 30.0 ft. a point on the Easterly right -of line of Champagnolle Drive; thence N32054'12"W along said Easterly righl- of-way line, 5.98 ft. to the point of beginning; thence N32054'12"W and continuing along said Easterly right-of-way line, 153.85 ft. to a poiht; thence Northwesterly and continuing along said Easterly right-of-way line being the arc of a 984.93 ft. radius curve to the left, having a chord bearing and distance of of N50'40' 14"W, 601.09 ft. to a point; thence N68"26'14"W and continuing along said Easterly right-of-way tine, 640.84 ft. to a point; thence Northwesterly and continuing along said Easterly right-of-way line, being the arc of a 379.26 ft. radius curve to the right, naving a chord bearing and distance of N23058'54"W, 531.23 ft. to a point; thence N20°28'27"E and continuing along said Easterly right-of-way line, 179.11 ft. to a point; thence Northeasterly along the arc of a 25 ft. radius curve to the right, having a chord bearing and distance of N65027'48"E1 35.35 ftto a point on the Southerly right-of-way line of Chenal Valley Drive; thence Easterly along said Southerly right-of-way line, being the arc of a 746.20 ft, radius curve to the left, having c chord bearing and distance of I482'22'03"E, 697.3F ft. to a point; thence N54°57'55"E, and continuing along said Southerly right-of-way line, 32.27 ft. to a point; thence S35"21'40"E, 912.46 ft. to a point; thence �9 11"41'14"E, 813.34 ft. to a point; thence S40°50'56"W, 390.0 ft. to point; thence 565"11'04"�, ,i7,7i f L AJ- � y( 32.3234 Acres more or l - y :fA 7 OW l� > I - 31 FSLC�IC c I Tf2ACT5 I fJ C !✓ N°�-�jl;M¢ � s AND LroT� - 13 113LC�IC �o '' ���n of ,P. f C H E N A L VA L L Al,; SDI it T' TEE TY >✓ITt� E 60 /1 oOATEt� IN l �oF" � c�N 351 T-2 N 12-14-N PU�ASKI CAJN�I A�'_KAN�I�. �/ eK F'j°� S III= Icr�l DaTE ��`� OA40" IP ez� - t Icov49'. � ! s G;ZAFH IC Ica L r✓ IN FEET � T © WHITE-OATERS & ASSOCIATES, INC. a CIVIL ENGINEERING, LANO PLANNING & OEVELOPNIENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201