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HomeMy WebLinkAboutS-0867-OO MapI P� iJMar14N' �7� Cenfer Section 3(� CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER 9 ---� T f-N, A7-/4 W N/e -o7 431E ? G5 - ( 786. 51,R) GE/VEP4L NOTES �ascmcntJ Sfx�►vn -- _ �7rc70 ,7 UOcd /i- Or�ir�� ,9rx�/cr uti%i/ies Un/cs� ofixrWr�c�bf� ?. /1-On Pins Arc Scf 4/ A// Z01 Cb r�rs Ol?'�cha�� 3. L01-7 Q7r72cr� 41-C Mc'lsJurt t7' To A fbinf 0f'/nlCroerllor7 Ol Lo/ Lirx'� QI-XI b/ 1:b1n/0 CY7 A Curve- 4. Dia fancctl S/) ;r i n AI00g Cunlc--Y Arc' 014"/rys. s. ,Pad/i At /n fcrcc'r 11i 7,0 O% Sfizr(�-f plghfl 0/-Way .9rr C5 1 6 cr'r'or of c%isur(!�- 0 051, 2o, o v 7 77acr5 Ae, CO eE May OC- Usc�'ForOra�nage 1912cl vti/ifics. d. fJ caring Dafg eg5co on 5fafc p/anc� cocrdir7a1r 5y51c177 CHENAL 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 159157.7897 1172282.6098 13 159732.1398 1171637.5213 14 159884.4871 1171684.6855 16 160579.3907 1171820.6336 17 160581.9140 1171821.4557 18 160552.3929 1171877.7885 20 159991.5296 1172404.9683 21 159723.6546 1172995.5552 Kgnr:5 Rid h -M15 PA7alECr " i VICIN17-Y MAP N.rs. , 25 58'YY 203. y Sy A"r Qi 5�J // 55 "W ^^�La ph I, Joe D. White, hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon S actually exist and their location, type and O material are correctly shown, 9,4 , !j y_ DaDa—t f Execution Jos D. White Registered Land Surveyor No. 534, Arkansas \ CERTIFICATE OF ENGINEERING ACCURACY 01� I. Timothy E. Daters, hereby certify that this a 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 `O TER�'%, OFF - Q•STATE .......... g .� L itF.lei� • +.IIEU � IIrv%Ii. it h We, the undersigned, owners of the real es- tate shown and described herein, do hereby certify that we have laid off, ple.tted, and subdivided, and do hereby lay off, plat, and subdivide said real estate in accordance with this plat. Of Date of Execution /_. T/C/=JAC�i„5i7j1f�RC�7 D.R.60/ Page 233 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. 71 �94( Date of Execution Littl Rock Planning Commission CERTIFICATE OF RECORDING This document, number filed for record 19 in Plat Book Page �— am IAC(JII_il;� ;,I: .�.• +, I� a Legal Descron' i Part of Sec.'S 3-6 2-N, R-14-W,,Pulaski County, Arkansas, more particularly described as: Starting at the center of Section 36, T-2-N, R-14-14; 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 are 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 N31042'05"W,•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 N28058141"W, 544.46 ft. to a point; thence S6502515811W, 203.86 ft.; thence S4501615911W,.429.22 ft. to a point; thence S68011155"W, 210.02 ft. to the.point of beginning; thence S11011'13"E, 232.19 ft.; thence S2600912311W, 185.0 ft.; thence S31026155"W, 757.78 ft.; thence N704910911W, 132.15 ft.; thence N58032146"W, 664.85 ft.; thence N4801911211W, 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 line, being the arc of a 746.20 ft. radius curve to the left, having a chord bearing and distance of N17012106"E, 159.48 ft.; thence N11004'10"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 N1800214311E, 2.65 ft.; thence S6202013611E, 63.59 ft.; thence S4301313711E, 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. AMENDED QN, PL-Ar CT LC31T5 I - 16. , 6LLK. I I Lc7r*�, I - 23 1 13L_K k� 7FR PA1F51C1174 [, ALL IN Io. CHENAL VALLEY LI TTLE FG�k` 1 A9K�1 .� l cxv � IN P e-N, FZ-14-N, F'ULQ')I _I it if I it it il it ---- L- --- -i C�� 1 L SCALE IN FI=i=T FINAL PIA 7 As Signed © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING S, DEVELOPMENT, SURVEYING 0 401 Victory Street Little Rock, Arkansas 72201