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HomeMy WebLinkAboutS-0816 Map 1I'!C, L:,- '111LIL uau described ,._<_., - la.iGplaULe- Dad s - off, plat and subdivide - Date of ExecuLior Source of 'title: 1'RELININARti ENGINEERING 99RTIFICATE r 1, 'Timothy E. Daters, L•ereb,: certify that this proposes preliminary plat correctly represents a survey compleeed by me, or under my supervision on C4.9 r 2� 19 85; L1;t4i Lhe bou'adary .ices sham hereon correspo: ' with LhL description in cne deeds cited iu the above Source of '1'}Cle; and that all c.a.wieents which were found or pi.aced on the property are correctly described and locaLcd =utioa Timothy E. DaLers i Registered Professional Engineer Fo. 5033, Arkansas -----c :iL:"-- and 'itiCl- Submittal CL a pre iminar, pi,,_ . ia.; 1'e _ led, _, . ,-val this 1•'.?t fc cereb} c- fla—Cly -revisions of `d Ruies arc 1i,is Certifica_ Date of Executic-n PL- - :,c str=.t_. Li- c ann:a: C,15TF'• • ... '�. • TAIE OF • ' •C i r0.534 ; O = here certify that I ha-ie surveyed part of the Elie iiW,/4, Section 33, T-1-N, 3-14; Pulaski County, Arkansas, more darticvla••ly Lescribed as: Beginnil at the intersection of the North line of the El/2 'IW'1/4 said SectioJ3 and the West right-of-way line of interstate Route No. 430; thence "48'58"W along said West right-of-way line, 1172.20 ft. to a point; thence 5*38'29"W and continuing along said West right-of-way line, 1153.84`t. to the intersection of said .West right -of -,pay line and the East right -away line of Flintridge Road; thence N30°08'17"l4 along said East right-oway line, 57.0 ft. to a point; thence Northwesterly and continuing along sd East right-oF-way line, being the arc of a 267.9 ft. radius curve tthe right, having a chord bearing and distance of N16053'47"W, 122.49'. to a point; thence N3'39'17"W and contiraing along said East right-oway line, 277.3 Ft. to a point; "�:e,.ce Nortinvesterly along said East rit-oF-way line: acing the arc of a 174.3 ft. radius curve to the left, hing.a chord bearing and distance of iJl2°09'47"W, 140.32 ft. to a point; thence 0"40'17"W and continuing along saio East right-of-way line, 519.77 ft. to point; thence Northwesterly and continuing along said East right - of -my ne; being the arc of a 249.0 ft. radius curve to the left, having chord bearing and distance of N39'10'47"W, 158.11 ft. to a point; thence 7041'17"W and continuing along saio East right-of-way line, 177.6 f to a point on the West line of the E1/2 NWl/4 said Section 33; thence '36'56"E along said vilest "iine, 1026.41 ft. to the Northwest corner of sa4d'1/2 NW1/4; thence S87'46'38"E, along the North line of said El/2 NW4, 987.27 ft. to the point of beginning, contiiuing 32.0063 Acres mie or less. Corners were set as shown. © WHITE-DATERS & ASSOCIATES, INC. a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING 13 401 Victory Street Little Rack, Arkansas 72201 Survey RV: I Drawn BN: Checked By: I .Approved By: l BOUNDARY SURVEY of PART OF THE EI /2, NWI /4 Rem, SECTION 33, T—I—N, R-13—W Date: =. 11 PULASKI COUNTY, ARKANSAS Scale Hor. Vert. Sheet of