Loading...
HomeMy WebLinkAboutZ-5773 Map 2Ar 45976C 2 I 'Jy its �.o Qv- KN-✓ N8/'22'z s re�E r 41� 37. 7' /`-%Z71T1 SY✓ ProP Col- JCj- 7e) 6"G05 Z//'DC - z5ct�' rr�rn CW 9 -go. homer- 70 Sc7i�r L7n� 'Z67tV It Pram 5w P=P. Corner 7D 1Na�Cr L7 C Wcs /de 07,Chcna/ P�rkwo� rstc5VIC� Ile 89 �� From 5yv Prop. Cornet- ?o Oc ivei- C/� is/nC� . s/Cev� <Ft7rFufuF�' �ewcr> 4V 5600"11 ltrror7-m 5w �A Corner o AP L f5 -,if 20. Ceo Frnp. Ccy- 7a Wc7lCr- Lrr�� (5fdfic G.�ic-i7i= 9.30> ,00,0 <Gcga/ocsc) I herby certify that I have surveyed a tract of land located in Sections 23 and 26, T -2-N, R -14-W, Pulaski County., Arkansas, more particularly desribed as: Starting at the center of Section 36, T -2- N, R -14-W; thence S0045'34"W 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 N22055'54"W, 873.62 ft. to a point; thence t131°42'05"W and continuing along said centerline, 2164.01 ft. to a point; thence Northwesterly and continuing along said centerline, being the arc of a 5729.58 ft. radius curve to the right, having a chord bearing and distance of N26052'34"W, 964.00 ft. to point; thence N22°03'W and continuing a)on said centerline 1424.40 ft. to a point; thence Northwesterly and continuing along said xenterline, being the arc of a 2864.79 ft. radius curve to the left, having a chord bearing and distance of N46°29'05"W, 2370.08 ft. to a point; thence N700 55'12"W and continuing along said centerline, 595.81 ft. to a point; thence Westerly and Northerly along said centerline, being the arc of a 1432.39 ft. radius curve to the right, having a chord bearing and distance of N31008'49"W, 1832.74 ft. to a point; thence N08°37'34"E and continuing along said centerline, 580.23 ft. to a point; thence S81022'26"E, 100.00 ft. to a point on the Easterly right-of-way line of Chenal Parkway and the point of beginning of the tract of land herein described: thence Northeasterly along said right-of-way line, being the arc of a 2764.79 ft. radius curve to the right, having a chord bearing and distance of N09°07'07"E,47.55 ft. to a point; thence S80°23'19"E and continuing along said right-of-way line, 20.0 ft. to a point; thence Northeasterly and continuing along said right-of-way line, being the arc of a 2744.79 ft. radius curve to the right, having a chord bearing and distance of N11055'16"E, 221.21 ft, to a point; thence N89008'46"E, 67.31 ft. to a point; thence Northeasterly along the arc of a 999.93 ft radius curve to the left, having a chord bearing and distance of N88008'33"E, 416.00 ft. to a point; thence N76°08'11"E, 130.41 ft. to a point; thence Northeasterly along the arc of a 909.93 ft. radius curve to the right, having a chord bearing and distance of N79021'49"E, 102.45 ft. to a point; thence Southeasterly along the arc of a 25 ft. radius curve to the right, having a chord bearing and distance of S56017'01"E, 32.89 ft. to a point; thence S15°09'28"E, 20.66 ft. to a point; thence Southeasterly along the arc of a 602.96•ft. radius curve to the left, having a chord bearing and distance of S20023'21"E, 109.99 ft. to a point; thence S25°37'26"E, 112.50 ft. to a point; thence Southeasterly along the arc of a 542.96 ft. radius curve to the right, having a chord bearing and distance of S22037'26"E, 56.83 ft, to a point; thence S50027'10"W, 644.63 ft, to a point; thence N81022'26"W, 480.14 ft. to a point on the Easterly right-of-way line of Chenal Parkway; thence N08037'34"E along said right-of-way line, 312.45 ft. to the point of beyinninx. rontaininq 10.800 acres more or less. CcrnQrs were set as shown. Pfc8Locrt tine Are Located In Acoordance with Established Property Lines, Improvements Are a�ed As hown . There Are No Apparent Encroachments Except As Shown /V 3/ p4��r% "l'v 1,50 .7V /Vo Fbrfion 01�Th/s PrnoCFly /v 7�-- �5 Cdr- FOGC27'.�e-ll . /� �� �/`bY✓/7 CYJ 77j /F�GL'dA t/, /=/O2i L / 7VIC 110/r IJ c (:� 5C�e74:7f of - �1'cop�l © WHITE-OATERS & ASSOCIATES, INC. la CIVIL ENGINEERING, LAND PLANNING 6 DEVELOPMENT, SURVEYING 13 401 Victory Street Little Rock, Arkansas 72201 0 %'MJF '�hrn nr„H%` /V 22003 w /Q24.00 n � z `L r N 3/'4? c75 w 2/Ca. O/' v� 3601 7-- 2-/r, NY2'S5 54"!N \ t-, 04534 pW 57.3.6e " /Gtr' O .50 /GYM /570 C7rdoh /C 5cx-�-/0 /n Su/-vey 0"1- /0. �/o. 0"C") S/ 7Z- ON Z ON N4L 1A Li11/c (Pock, Ark�ncas t OCo� �=' /r7 vG /O!7✓ 03 0 4 T -'I -/Y. R,L.&//-/3 Jc Date: "Z-- liar. Vert. Scale sheet of.--.