Loading...
HomeMy WebLinkAboutZ-4930-A Map 3Cbfli iCATE CF underaig.;ed, ow::etg of Lire real esta[e sikown anu described herein do r:eceby ca[tif-y that we have laic ofi, platted aad Sui:d_vided �_:d do he.eby lay off, plat and subdivide saia rca: eataLe in accordance with the w*,;:hiA. ;,-at. Date of Execution Source of 'title: D.R. Page PRELIMINARY ENGINEERING CERTIFICATE I, Timothy E. Daters, hereby certify that this proposed preliminary plat correctly representsa sj��rrvey completed by me, or under my supervision on 02499 r - So, 19 L35; that: the boundary lines shown hereon correspond with the description in the deeds cited in Lire above Source of Title; and that all monuments which were found or placed on the property are correctly described and located Date 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 I n nrrrrn STATE OF b • • ? KKANSAS •� �>-�NO.534 O •J SC.N— T rt :• ± - -J °F D. W%A •JQ ' �L LAN '•rrrrl 11 „rl rr,, A T E �p F ` 1100 AR�SAS Z REGISTERED PKOFF.SSIONAL ENGINEER 0/ No.5033 h Y E I hereby certify that I have surveyed part of the El/[ iiW,/4, Section 33, T -1-N,11-13-11; Pulas',i County, Arkansas, more particrla,."y cescribed as: Beginning at the intersection of the North line of the El/2 '1141/4 said Section 33 and the West right-of-way line of interstate Route No. 430; thence S7°48'58"W along said West right-of-way line, 1172.20 ft. to a point; thence S15038'29"W and continuing along said West right-of-way line, 1153.84 ft: to the intersection of said .West right -of -'way line and the East right-of-way line of Flintridge Road; thence N30°08117"W along said East right-of-way line, 57.0 ft. to a point; thence Northwesterly and continuing ziong said East right-of-way line, being the arc of a 267.9 ft. radius curve to the right, having a chord bearing and eictance of 1116°53'47"W, 122.49 fi:. to a point; thence N3039'17"W and continuing along said East right-of-way line, 277.0 'Ft. to a point; ,e,.ce Northwesterly along said East right-of-way line; oeing the arc of a 274.3 ft. radius curve to the left, hc,ving,a chord bearing and distance of ig12°09'47,"W, 140.32 ft. ,to a point; thence N20°40'17"W ind continuing along said East right-of-way line, 519.77 ft. to a point; thence Northwesterly and continuing along said East right- of-oay line; being the arc of a 249.0 ft. radius curve to the left, having a chord bearing and distance of N39°10'47"W, 158.11 ft. to a point; thence N57°41'17"W and continuing along said Eas' right-oF-way line, 177.6 ft. to a point on the West line of the E1/2 NWl/4 said Section 33; thence N1°36'56"E along said vilest iine, 1026.41 f;:. to the Northwest corner of said E1/2 NW1/4; thence S87046'38"E, along the North line of said E1/2 NW1/4, 987.27 ft. to the point of beginning, cont; inir.g 32.0063 kres more or less. Corners were set as shows. © WHITE-DATERS & ASSOCIATES, INC. Ka CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING 13 401 Victory Street Little Rock, Arkansas 72201 Survey By: I Dra"n By: Checked Bv: Approved By: n NT`�►I�� �_i�l� BOUNDARY SURVEY of PART OF THE E112, NWI /4 ��I, SECTION 33, T -I -N, R -13-W Date: a PULASKI COUNTY, ARKANSAS Scale Sheet MA of