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HomeMy WebLinkAboutS-0867-LL Map 2CHENAL VALLEY PHASE 5 STATE PLANE COORDINATES 3 159720.2586 1173299.6218 5 159492.4722 1173344.6711 6 159326.4137 1173263.1176 9 158679.9382 1172867.7524 10 158810.8600 1172849.7738 11 159157.7497 1172282.6098 13 (y� 14 159732.1398 1171637.5213 159884.4871 1171684.6855 16 160579.3907 1171820.6336 3(y 17 160581.9140 1171821.4557 18 160552.3929 1171877.7885 . 20 159991.5296 1172404.9683 (g 21 5 159723.6546 1172995.5552 /7 "V "O? 43 ( 786 5I 'R) %'ayi�Ma�ke> vR 2074' - Cenfer secfior 3v �.� � C, rZ.,tii,R;4YV vc- s a k z Yt/I/D. 2- r, 3 ^n �� 513 a� a i % N•01A, !ti 49 6a 06— � / Q 2 I O laden ` je'0 0 M I IV- 1,30 �n� I I�°ah 4{ ^y 1 a° I IL u d•97IT ^? 1 ss9' � / /`� �. a,!�pi•-1 79/2� \ .LJti�i 7-/4514" — �1�! 31� pM1� =3. �. �O --—T/34/O' 2RB3 1l9 n \ `moo 2d 7'f 37 87 ( l c H I I� raac9 _ _ s •14 � 2 m, 9g � �-B� $ � m I o �1 I w. d:a•37'57" loi / -.: R1 3 n57 L�_ 3 4 . 11'7 9 T•�3.ie, — �s—tot, 3�mo w J �_ I I o I �` y� L L : g6.33 a /S9 _ 19�------L4- --_-_ V r-- _ '�^775031� /6 9 /aso3 7 Q \� - �33 _—`� /..37 o /. M /a754 14 op \O n"30, 14 �.— TfYI' �ti5 I I. , yGj L 14 e eti m a l 9 5 /3 /2 ",A u, n•�4nll 5� /aye` 9 c, o_ o'sst /3 p N yea BLOCK /! I Is' 8 6 � e � r •'�y� ,3,PE—_— -- =ems _ �o � cl�'� �� � �^^ Z Va_Di } '4s , T4G/yE 715 ,-5 90 37�^/n97,3 ---------L------- .23r�.7' I •a1\�'7' / ?? tb �M1 GO. GG' 79 5Z' 6 �. /.�.C7' Hi a. I� 3 1a2 1�a /2 m -- �T V /3 v a� o�S /4 n a /7 ti `ICJ \ �19 L C Ck' 9 77 ��—83,`-744J' -- /507 -- L44�r'G_SO-----�=•-- 75.45---� \\ GENEP.4L NOTES io .5C 2 /non ,oins ,9re Sef �JfAI/ lr�>`C�rr�r:s. ; /z"R�6�7�) 3. Lofs W11h /W090U/n j 70,43 Fein or/nferseclion or/zo/ L,ix-s Cure 4. Ois faeces Sfx�v! n A/orb Curl cs Arm !!k rzis. 5. ,Path/ /9f /n/ers�cfion Of sf/reef Righfs of"1�1%may Arr 25 � Cr/'O11r" O{ C/c�SUr� 0.05//20, CX� 7 1912C' Ufll'f/C✓. B 13 (faring D,71,Y tI95cd On 5{9le PI,3p��f- COOrC lllj afe Sy 5.f(f-rn sec ?�5 VgSo �a m c�ena I o m L 7-H15 PPO✓ECT K8nr9 � h CERTIFICATE OF SURVEYING ACCURACY IJoe D. White, hereby certify that this pt correctly represents a boundary survey me by me and boundary markers shown hereon aually exist and their location, type and menial are correctly shown, De of Execution Joe D. White Registered Land Surveyor No. 534, Arkansas CERTIFICATE OF ENGINEERING ACCURACY ITimothy E. Daters, hereby certify that this rt correctly represents a plan made by me, d that the engineering requiremunts of the Ittle Rock Subdivision Rules and Regulations hie been complied with. 8e 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 7-�T/6FiN;,,, F D.R.e'/ 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. / Q C. D to of Execution little/Rock Planning Commission CERTIFICATE Ot RECORDING 15TER� This document, number filed for record 19 in Plat Book ST4 OF iPage A �515 Name D. WNX %y� • L L ANO r Legal Description Part of Section 35, T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Starting at the center of Section 36, T-2-N, R-14-W; thence S004513411W along the North -South centerline of said Section 36, 1021.6 ft. to a point on the centerline of Chenal Parkway; thence Northwesterly along said centerline being the arc of a 2864.79 ft. radius curve to the left, having a chord bearing and distance of N22055154"W, 873.62 ft. to a point; thence N31-4210511W, and continuing along said centerline, 2164.01 ft. to a point; thence Northwesterly along the arc of a 5729.58 ft. radius curve to the right, having a chord bearing and distance of N28-58'41"W, 544.46 ft. to a point; thence S65025'58"W, 203.86 ft.; thence S45016159"W, 429.22 ft. to a point; thence S6801115511W, 210.02 ft. to the point of beginning; thence S11°11'13"E, 232.19 ft.; thence S26009123"W, 185.0 ft.; thence S31026155"W, 757.78 ft.; thence N7049'09"W, 132.15 ft.; thence N58032146"W, 664.85 ft.; thence N48019112"W, 863.72 ft. to a point on the Easterly right-of- way line of Chenal Valley Drive; thence Northeasterly along said Easterly right-of-way 1 ne, being the arc of a 746.20 ft. radius curve to the left, having a chord bearing and distance of N1701210611E, 159.48 ft.; thence N11004110"E and continuing along said Easterly right-of-way line, 708.07 ft.; thence Northeasterly and continuing along said Easterly right-of-way line, being the arc of a 788.51 ft. radius curve to the right, having a chord bearing and distance of N18002143"E, 2.65 ft.; thence S62020136"E, 63.59 ft.; thence S43°13137"E, 769.73 ft.; thence S6503610811E, 648.49 ft.; thence S8902113611E, 304.08 ft. to the point of beginning, containing 32.3769 Acres more or less. E5L-K. I I Lx� - 2� I ELK to 1 RAG Fa I F� C I ALL IN F.)LL�--Ic Io. GNENAL VALLE'( LI i LE F?4� K-� I A,F-- l L�C-A.TE-) IN P zT AEG. I T- 2 f\I (Z 14 W PU LAB IC I C�UNT�'I �K4NSa.� VICINITY M,4P ni r5.. © WHITE-DATERS & ASSOCIATES, INC. la CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 13 401 Victory Street Little Rock, Arkansas 72201