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Z-5535-A Map 4AF 45976C 17� Pf5L Y35 )(4- c Li Lvff FXT 4cuLvffRr Ngo ItFil 09 Irl e�.M. P -JZ. /y ~ X. f / P' �r t �1 r 1 I� N �- IL =tea \ =- • MH WM �� ✓ > 4.i t For the Use an4 Benefit of: Pulaski Lenders Title Co. Pulaski Bark & Trust Company The Episcopal 11iocese of Arkansas © WHITE-DATERS & ASSOCIATES, INC. � CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING 401 Victory Street Little Rock, Arkansas 72201 Survey By: Dra%n By: Checked By Approved By: t r err pun n: 51 NN � .R 23 1994 yLA.:-4 +G�.y Revind: 11 - 14 - 9 I Dau: Hoc Vert. Scale _ Sheet of Part of the SEI/4, NEI/4, Section 20, T -2-N, R -13-W, Pulaski County, Arkansas, more particularly described as: Starting at the Southeast corner of the NEI/4, said Section 20, also being the Northeast corner of Lot 16, Piedmont Subdivision, Little Rock, Arkansas; thence N86'56'000'W along the North line of said Lot 16, 165.0 ft. Plat (166.68 ft. meas.) to a point on the East line of Lot 15, said Piedmont Subdivision; thence NO2°08'51"E along the East line of Lot 15 and Lot 14, said Piedmont Subdivision, 539.2 ft. to the Northeast corner of Lot 14 and the point of beginning; thence N87651'09"W along the NortF► line of said Lot 14, 230.(Ift. to the Northwest corner thereof, Said corner lying on the East Iine of Lot 13, said Piedmont Subdivision; thence WWOC'S1"f along said East line, 120.0 ft. to the Northeast corner of said Lot 13; thence N87°51'09"W along Northwest corner the North line of said Lot 13, 191.&6 ft, to the thereof, said corner lying on the East line of Lot 44, said Piedmont Subdivision; thence NO2°08'51"E along said East line, and said East extended northerly, 160.66 ft. to a point; thence N2bw39'56"E, 200.00 ft. .to a point; thence N86039'59"E, 135.95 ft. to a point; thence Northeasterly along the arc of a 380.00 ft. radius curve to the left, having a chord bearing and distance of N30'42'49"E, 124.23 ft, to a point on the Southerly right-of- way line of Arkansas State Highway No. 10; thence along said right-of-way line, the following bearings and distances: S87w16411"E, 11.0 ft.; then;e 429'1°8149'E, 22.U5 ft:; thence 589159"WE, 85.57 ft.; thence S76°47'110E, 38.03 ft. to a point on the West line of the Ei:.r2, at/2, E1/2, SEI/4, NE114 said Section 20; thence S02°06'51"W along said West line, 600.0E ft. to the point of beginning, containing 4.3424 Acres more or less. i htrehy dertiYY •that `t haw* surveyed the praperty shQW 400 ( described heretrn. Property lanes are located in accordance wfu established property lines,. improvements are located as shown. There are no apparent encr;;achments except as show'. \11i Of For the Use an4 Benefit of: Pulaski Lenders Title Co. Pulaski Bark & Trust Company The Episcopal 11iocese of Arkansas © WHITE-DATERS & ASSOCIATES, INC. � CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING 401 Victory Street Little Rock, Arkansas 72201 Survey By: Dra%n By: Checked By Approved By: t r err pun n: 51 NN � .R 23 1994 yLA.:-4 +G�.y Revind: 11 - 14 - 9 I Dau: Hoc Vert. Scale _ Sheet of