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Home My WebLink AboutS-0996 Map 1AF 45976C () I 1 1 0 Z• 19 ZS 30 01 CIR. ll• 1 µICKORY HILLS 30 CfRCLF , Dvf P( v-1 cv © WHITE-DATERS & ASSOCIATES, INC. ul CIVIL ENGINEERING, LAND PLANNING & DE\ELOPIVENT, SURVEYING Q 401 Victory Street Little Rock, Arkansas 72201 OWNER OR DEVELOPER Name Date of Execution Address Source of Title: D.R. Page Instrument No. _. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY mm„x1,xf1 1, Joe D. White, hereby certify that ••••OF�•.� this plat correctly represents a bound- ST ary survey made or verified by me that all surveying requirments of the State of S ' 53 Arkansas and City of Little Rock Sub- division Rules and Regulations have been / complied with and a copy of said �-•rr�1,, srr+rLmsE boundary has been duly filed for record in the offices of the State Su veyor an •✓O :•.,�: the Pul ski County Circui4hte, ��•.•CD WN' ''. �.t•• o -- 19 ••,.0 �••• S `v In at Book Dteof xecut'on Registered Land Sur eyor No. 534, Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY 1, Timothy E. Daters, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have have been complied with. Oat/of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provisions of said Rules and Regulations This certificate shall expire Date of Execution Planning Administrator - _ Little Rock —Planning Commission Legal Description Part of the N 1/2, NE 1/4, SW 1/4, Section 19, T-2-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Beginning at the Southeast corner of the N 1/2, NE 1/4, SW 1/4, said Section 19; thence S88016'2011W along the south line of said N 1/2, NE 1/4, SW 1/4, 422.16 ft. to a point on the present easterly right-of-way line of Hinson Road; thence northwesterly along said present easterly right-of-way line, being the arc of a 442.18 ft. radius curve to the right, having a chord bearing and distance of N16°43134"W, 98.94 ft; thence continuing along said present easterly right-of-way line, being the arc of, a 612.30 ft. radius curve to the left, having a chord bearing and distance of N18°41134"W, 180.02 ft; thence N02058118"W, 156.03 ft. to a point on said present easterly right-of-way line of Taylor Loop Road; thence N4600015811E along said present easterly right-of-way line, 130.03 ft.; thence S0002215811E, 58.58 ft.; thence N89000106t1E, 420.47 ft. to a point on the east line of the N 1/2, NE 1/4, SW 1/4, said Section 19, thence S0001613111E along said east line 150.77 ft.; thence S00013'2011E and continuing along said east line, 296.63 ft. to the point of beginning, containing 5.0129 acres more or less. m, d+ GOT 11 1993 F'2Llf�itJ� FIB. \�� TO 7HF, l ITTLE ;: s l-/ F35-�Ihv" F�l _TTiiF- N%I Ne-1 1�� Tl a� i 1 ETA. , -N I F - I w, rl� N T I Revised: Date: I %/I I Scale Hor. Vert.