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HomeMy WebLinkAboutS-0867-BB Map 2VI CIIVI TY MAP /VT5 General Nofes /) A// Easernenfs Shown====9re To be UScz� For' Dra/nape qnd/or Uti/if/es. Unress /Voted Ofh(frw/_x- 2) !ron Pins !ri/ere Sep of Al/ Lof Comers. 3) Lofs With Rac/nc/ed Corners gre Measure To rfhe Point of /nfersecfion o{_/-0/ es Anc' Not Polhts on A Curve. 4.) Rod/I, of /n,)ersecfion of s/ree�IP/ghfs o{way qre 05' 5.) q// D/sfdnces Shown Alor)g Curves ,9rc- Chord. 7) /V6/U1-,71 �a/rl Swa/es! Draws Are S/x�wn fJs - — Na,'urv! LJrd/na r' F;'GLV S,fiv.',I ,VOf �f 5!7c ��d t r ;;Tip"7 Rcfcr To v/,/ of 9ssurarzc 8) Tracf 'A'And ?; acf '�' May �e Used ,9s Uti/ify Easerner�,. 1 CHENAL VALLEY PHASE VI STATE PLANE COORDINATES P01111110_ NORTH 1 #,765.68 2 10,721.26 3 19,029.47 4 ID,692.26 5 V ,959.31 6 19,672.84 7 19,427.51 8 39,356.89 9 19,304.56 10 19,285.74 11 19,282.00 12 19,251.36 13 19,071.30 EAST 1,170,408.32 1,170,152.95 1,169,982.91 1,169,476.77 1,169,826.46 1,170,045.23 1,170,327.85 1,170,453.76 1, 170, 424.40 1,170,457.59 1, 170, 464. 69 ',170,476.04 '_,170,408.81 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I. JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN. DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REOUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS ' HAVE BEEN C MPL IED WITH. _ / f n / /�14� DATE OF EXECUTION : / 4`j % 2 r yy C , 7 CherA9l Club 6/vad DATE OF EXECUTION JOE D. MHITE D.R. G2� PAGE LIHIC Rock Flrk 722// REGISTERED LAND SURVEYOR ADDRESS NO. 534. ARKANSAS INSTRUMENT N0. — — CERTIFICATE OF ENGINEERING ACCURACY 0,4 Till CERTIFICATE CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REOUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY _ -. - - -- HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHOR Y OF SAID LD f g RULES AND REGULATIONS. ! '1 „•�; DATE OF EXECUTION TIMOTHY E. DATERS --- ���. REGISTERED PROFESSIONAL - ENGINEER NO, 5033, ARKANSAS DATE OF EXECUTION L TLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,FILED FOR L //ALL Q/W RECORD— , 19 IN PLAT BOOK_ Vf . PAGE — c��NA) s �7.2z � E °42•� E 4�1. - 3 � .3� �S , 7 S GO 4 32. CyEN�� 1/q���YD2 6 s a17 E4"E 374 zs' _—------- 5 �0 a �R g 20,�9 1G IVE I 1 IZ y2493 P ' l n T 23°2p'vO" L_ 389 O7°y830E I� /SB 0' ������ ; 04 05 0 I Ea semen 7g. 75 n cam_ o n. /3$ O \ 4O q5 oral'�age w , /l(o• 25 lrr , so• 00 UA ,Qj�5 r1, �� h // / ! CK t. 5' 4� n U Ik 'IT), 15 / / \ SCE 05 ' q5' 45 ^ 50___/�S----163. 2=— 3 `� 9 \ q° T,en� jo - / 1N n v u 00. // �8 , . Fil2OPERTY TIE Swco,—E%z�4,Nw'4, % N44°2435°Gv 35B• 2.3 " • �, LOT l sGe. 5 ow for 5� �,'tv% z. loag15 N°' �o E 0074'- M-5C \ �. p�9ls IV-' 0074 - 003/ P.4G/5 7/E NAME LEc�al_ t��lzl�lol-a Part of the E i/2, NW 114, Section 35, T-2-N, R-14-14, Pulaski County, Arkansas, more particularly described as: Starting at the southwest corner of the SE 1/4, NW i/4, Said Section 35; thence S88045'21'E, along the south line of said SE 114, NW 114. 660.4 ft. to the southwest corner of the E 1/2. SE I/4. NW 1/4, said Section 35; thence N44026'13'E, 537.63 ft.; thence N28054'24'W, 85.94 ft. to the point of beginning; thence N28°54'24'W, 352.0 ft.; thence N37022' 04' W. 833. 95 f t. ; thence N52°37' 56' E, 440. 0 ft. ; thence S37022'04'E, 360.45 ft.; thence southeasterly along the arc of a 924.93 ft. r "iu-s curve to the left having a chord bearing and distance of S49002' 24' E. 374. 25 ft.; thence 560042' 44' E. 144. 36 f t. to a point on the existing westerly right-of-way line of Chenal Valley Drive; thence S29°17'16'W along said westerly right-of-way line, 60.0 ft. to a point on the southerly right-of-way line of said Chenal Valley Drive; thence S60042'44'E along said southerly right-of-way line, 38.46 ft.; thence southeasterly and continuing along said southerly right-of-way line, being the arc of a 746.20 ft. radius curve to the left, having a chord bearing and distance of S60°58'30'E, 7.71 ft. to a point on the westerly right -of -way line of Champagnolle Drive; thence southerly along said westerly right-of-way line, being the arc of a 25 ft. radius curve to the right having a chord bearing and distance of S20019'15'E, 32.68 ft.; thence S20026'26'W and continuing along said westerly right- of-way line 192.20 ft.: thence southerly and continuing along said westerly right-of-way line, being the arc of a 439.26 ft. radius curve to the left, having a chord bearing and distance of S0005' 28' W, 305.62 f t. ; thence S80008' W, 259. 21 ft. to the point of beginning containing 12,8653 acres, more or less. F LAT C-f LC_ I ✓ I- I-] I i3l K IZ GNEN4L VALLEY r,N A PPITION To TfAe c_iT ycT LI-TLe wc�k:�l a rzK4 ra�a� "- cam f �G �,kLe✓ Ir-I..FeET I% L� ❑� © WHITE-nATFRS & ASSOCIATES, I C. sa CIVIL ENGINEERING. LAND PLANNING & DEVELOPIVENT, SURVEYING J3 401 Victory Street Little Rock, Arkansas 72201