Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
S-0867-K Map 3
CERTIFICATE OF OWNER CERTIFICATE OF SURVEYING ACCURACY I, Joe D. White, hereby We,. the undersigned, owners of the reales- OF RE RDI�IG o� certify that this tate shown and described herein, do he by CERTIFICATE q ' (s` L d V�p plat correctly represents a boundary survey certify that we have laid off, platted and � for Legal Description made by me a1rH boundary markers shown hereon subdivided, and hereby lay off, plal and This document, number filed Part of Sections and 7Star R-14-W, Pulaski County, Arkansas, more actually exist and their location, type and record , 19 -� , in Plat Book , particularly described as: Starting at the center of Section 36, T-2-N, R-14- ri s: material are correctly shown. ea subdivide said real estate in accordam with W; thence along the North -South centerline said Section 36, Qp this lat. �Lr/� Fap P M 4r TIM41P CrJ.,//VC•. Page g lo21,6 en ft, to a point on the centerline of Chenal Parkway; thence Northwesterly along point on O_ \ said enterllne, being the arc of a 9 ft, radius curve to the left, having a chord bearingand distance off N22N22*55'S4"W, 873.62 ft, to a point; rZ •-'%'>!' � '' :�—�—, thence N31'42105"W and continuing along said centerline, 2164.01 ft. to a point; >� Date of Execution Joe•D. White Date of Execution I n q thence Northwesterly and continuing along said centerline being the arc Registered Land Surveyor /D�'2� F/Ngn�lgL CE(,PE %21 3� ame ; 5 Cj ce o 5729. 58 tt, radius curve to the right, having a chord bearing and distance of'03 to a pont; thence W and continuing along sale .9 <J - No. 534, Arkansas D.R. Page?, 4></.� ' k� O to the point of Intersection of said centerline of Chenal centerllne,� 896446 ft. Intersection Address -, Parkway and the centerline of Chenal Valley Drive; thence S79.48'07"W along the Instrument No. centerline of Chenal valley Drive, 259,38 ft, to a point; thence Southwesterly along said centerline, being the arc of a 1432.39 fit, radius curve to the right, 219.81 ft..92 to a point; having a chord bearing and distance of Ssaid CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL q0 centerline thence S88'36' teIr and continuing along said centerline 473bei ft, to a point; thence Southwesterly and continuing along said centerline, being the arc of a �10 4 818.51 ft. radius curve to the left, having a chord bearing and distance of I, Timothy E. Deters, hereby certify that this /ZO� S50'36148"W, 1007.61 ft. to a point; thence N77.22'34"W, 30.0 ft. to a point on Pursuant to the Little Rock Subd tuts ion3ules \ the West.Rtght-of-Way line of Chenal Valley Drive and the point of beginning; plat correctly represents a plan made b y me, and Regulations, and all of the Condit hs of 14 .R " /ICJ' � - thence Southwesterly along said West Right -of -Way line, being the arc of a and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. wi lef/ - -r- -- ------ - °� �% 5r (�7` -' v'- N42°24'31"W, 859.45 ft. to a point; thence N31-U3'41"W, 41Jb,V rr, TO a po, thence N57'12'07"W, 128.0 ft, to a point; thence NB2°21'49"W, 519.5 ft, 2. a Bate of Execution Timothy, E.. Deters L% to of Execut on Little Rock Platriting 5 I3� p point; thence N65.13'32"W, 267.33 ft, to a point; thence N30°05'S9"W, 122.85 ft, Registered Professional Commissio4„ ` d \ �57 �23� \ n1 \ �� to a point; thence N77.58'44"W, 161.41 ft. to a point; tA6'nce N34010113"W, Engineer No. 5033, Arkansas ''s \ \ SiU, 50 ft, to a point; thence N4S4A'29"W, 130.20 ft, to a' point; thence /26 B/ �� (�� �O N24'55'56"E 179.40 ft, to a point thence N7'35'51"W, 183.60 ft, to a point; 5 ° \ J E 127 48 ft to 'a` point; thence 588'44127"E, 165.90 ft. to a ' STATE OF '•. 1 • APKANSAS 'S AO.534 S ' tt15 5�"A"at� t:t] oF 't- LANO,,•', rf REGISTERED a PROFESSIONAL N ENGINEER No.5033 co F (Z CU/21,,= OA 7-A /0 a'30l. 20 6G°03 20" ® 25°I507' O5 75°0045" © 34°2/ 5Z' O 74°33'_zO" ® 2/°57'/0" 0 95 3c5'40" 77 °33' II p,� 5 / \. I � � � � thence N42 02 39 , '5 Q Q �0 55.57 7/ 2g 8 / K n \ / \ point; thence N67'20120"E, 216.0 ft. tg a point; thence S43'23'38"E, 263,98 ft. O to a oinf; thence S87.33'41"E, la I.y I l,t -$o a api nt; thence S57'20123"E, q 9d•.126.81 ft, to a point; thence S87°00153d E'227.50 ft -To a point; thence <�an 554°22'42"E, 137.25 ft; to a point; thence 582'53'42"F, 205.40 tt, to a point; { (� / / thence thenceS118*385"E, 983-E, ft, t, a point; tt tholnt ofence 5beginning,41B23.15 to contalnina �.9 point; thence more o 13 E, 79.25 f t, p• g ° pQ 9�9I��p O `✓ _ „O $, GJ). U��NgO 44,6624 Acres rnore.or less, - a j5 9 105 501a', 0 96/' 28 O j lb (off /1h1 a 2/ N f 5 0 o y4.8 xr �5 00 f 1�501 /9 s;� � .43 s�gOo° / .83' a9/a' .�' ��2 ?O 4Q rs/i!' \��0 rvo� 5 O '0 --- R 0f 9 �V r� 7' 07 = / �� $' / /S\ e3/ s. // /gip n ory \ /25 5� /7 l 0�� `51 /6 y/ _ 366 3\ 23 VQ 3S So34,y en� 0 35 I I /�yO 6 aD -n 1 � 5 A5 N' , L7,5 I 1 �(�5 �, -- hN s/Q.5 /'° q / O 7s G GI! °-y2Je 9?, _ aye 0. 4 3°d° , "o- /c.J_- . % os / h4 r 11 ion �f .� /�o 'ern- r �� \\ /3S�/'�� � t j0 /n9 (off n g /43_40 _ -- --41 \ 4P �5 ` �, l45 �7 /27 3/ 0 r �� cur✓e D 45' �\' 96 S �° \\� 2� moo, �c mil` gl� ,5 B.M NoHhR/mat en1af)/C' Zocafed/n h � , c t\ 0 eA / - �• I `l0 ' ?Of 5` 5 � �o \����� � � � N lD��a I r a' The CPr /e of c/ty n /Grc%. �. I f o� 7 �rnmor> arc; 45' o z �o/Lo% 3Z N \�I w �s� �,�ld �^i�65' °P I z° ) al t /9?6i �(/�� • �o �� � ?7 �� �45I2A5w 64 8/�\�\ E/-Cur °ry0 .3 .AL- 0 3 �.L5,J�/�O �\ �/ ��`I 3rJ' B.Gi /?r 8, , G4. tih e �o /03 Peo CN�TNA L 9r'se, •� / 3,° \�/S ag Y h r_ SLa scaPe �axrrt 1 Ili 0 �`- B/� ✓ ti !n_/sow \a �edI� 25" �\ /�/ � s r. �l� ., �' ��� \�� /��35 4/67 / 1l. it- .d QS' , 4� u • 9 i -io7 77' ` •-o,�\,�.)l��a�,%y, � e � �,semen1 33�- .le N g2 m-f� �� y� --i74. (Jd � 44 dos _ , �: ,` e3 3?"� 26733 � \• <a6 s/z.s � ��,� (� 1 '� s.-� e TtQ II \ `� �a5e7� ernen� 8 st Nor} R!m O' \ Cm/n- o/' GSeno;'Circ,� 35 %Yorf L 4 -54e/. L-/ s// 5? w �. J 7' L R f=L�-r � L�rz I- 34 ft>I;0C_K i , aND L-o� I- 2"1 , �LCxIC 2. 38° 07 ' /73. 63 • ,� L'd5CrT7e/�>33 ,Sfbtti�----A/c� 7b � IJ��FQ'- l�rdi/�, Rcc�s�, Hix�; O� Ufi/ific'�. sh8ded 4rea Oerao% Z 61- vOcdoed ed5�iner°f J = Sec 26 r 20 ° //9 °29 03 " 2 /�o/� Prn� 1�7r� �e�Af !9// Lod COm�r�S � � �\� l 5 a G4-IENAL �Q.LLF,`� 20 ° �! 6/ Ir7. 09 ' 3. Lv/s Wifh 9rc lWCc9nU/n�1 To R0inf.'5 0/ /� �Pczr�T a f�N P.�I�I TIoN To -Ti-{_ ci Tc� q= Li TTLI✓ /nfeT�ecfior� o{lrJf Lim, Fb/r)1.5 Or) c en 40 ° /09 IV A57 53 4 Di5 fdl_CC� �fz>Wn A/off Cc/I-v� ,9� 0i /z7.5 . �� �I I tzT � T�N� 2� 35 T 2 N I fz 14 W PU LASK I CCU N 3� ° 49.2/ 95 4� � � �- � I 5 !ed di / Q1 /i��er5cc�/one o{ SfT�-{ �'/qh�� 01 iIV`V /9/7' 25 r �� /O ° 11115 / 21953 ' �r nor o� c%5u/e 9� Kd ' o kx� 209c 42 s/2 5 ;/�arcate� M/n. min. F/�r�/e>r creek Paced _ C5fF- IF jIG ALA IN F�r✓T /53.76 /_-9.(15 ! A22co ' �. Acccnn ea5cme/-)�5 nhowr�, Cr) Lod 2 /k 7 ° G57 5� ' //07 Bs /a ,Dee /Ca fed .��� d � /v8ie z7aZern� . FOF 71� U'5e " rxY' B(f/?C%/ r of LO% /O'2/ 5 rh/5 W1//A5,--Mo/n�dll)L=Ul5- 77�_- VIC/N/ Ty M4X::1 /v.r0- ® WHITE-DATERS & ASSOCIATES, INC. 72 548. ! C,")(f,/ C/rc% Prooc-�rfc/ O,Y/ ram 9��oc/dfivn, 117C CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201