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S-0996-A Map 4
' ,/ is GI It i` ' , GZ/G iN �✓ i� Iy-�� l��f/ �IT. Z P��M tO, -' c I', II �N 16�. l(' "5 �2 I V 2) ✓�T"'1_I V���✓r r�i��"IV— ifV I.-a✓Li �V/(% I'T �> v��F- ,, r'—F rf+ �1T7 o�r I-47" �O -;i� V Ij 9£RS ALf 1 1 t J i �y 1 "ICKORY HIL Lg 30 C(R-C LE A c GIN Cv LcA, OWNER OR DEVELOPER Rage Date of Execution CGr� Address Source of Title: D.R. Page Instruoent is. CERTIFICATE OF PRELIMINARY ' SURVEYING ACCURACY ►� 1, Joe D. White, hereby certify that this plat correctly represents a bound- ary survey made or verified by me that all surveying requlrments of the State of Arkansas and City of Little Rock Sub- division Rules and Regulations have been complied with and a copy of said boundary has been duly filed for record in the offices of the State St yor And the Pulaski County Circu Cle on 19—, In Book A atearbcu on Jo Whi eg stered Land Sury yor No. 534, Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Caters, 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 een com d ith. I r u > of ec tion 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 S 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 northeast corner of the S 1/2, NE 1/4, SW 1/4, said Section 19; thence S0003710011E along the east line of said S 1/2, 'NE 1/4, SW 1/4, 305.63 ft. to a point on the present easterly right-of-way line of Hinson Road, thence N7300410211W along said present easterly right-of-way line, 154.81 ft.; thence northwesterly and continuing 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 N48°12'18"W, 371.77 ft. to a point on the north line of said S 1/2, NE 1/4, SW 1/4; thence N88016120E1I along said north line, 422.16 ft. to the point of beginning, containing 1.9938 acres more or less. © WHITE-QATERS & ASSOCIATES, INC. Ka CIVIL ENGINEERING, LANE} PLANNING & DEVELOPMENT, SURVEYING M 401 Victory Street Little Rock, Arkansas 72201 14 EX I 271 ce. NOV 11 199.) _ A �THi% �'i�IN�i41`41 I't_• IU.G� r-�; i�T7'I !ate t ,ht�.t`�.�