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Home My WebLink AboutS-0742 Map 3�# 1 4 ° A , ' I �o'Jew�i-o�•smen ` 3�0iN i h� 10 r 4 a j D° J(0 I s ° �4� V I CERTIFICATE OF SURVEYING ACCURA I, Joe D. White, hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon actually exist and their location, type and material are correctly shown. Date of Execution Joe D. White Registered Land Surveyor No. 534, Arkansas CERTIFICATE OF ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plan yade by me, and that the engineering requir^y�''ents of the Little Rock Subdivision Rules / Regulations have been complied with. / Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas i CERTIFICATE OF OWNER / We, the undersigned, owners of the real es- tate shown and described herein, do hereby certify that we have laid off, platted, an_' subdivided, and do hereby lay off, plat, and subdivide said real estate in accordance with this plat. Date of Execution D.R. Page Address Instrument No. CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Ruie> and Regulations, and all of the conditions,, : approval having been completed, this dot}�' ment is hereby accepted. This certific tie is hereby executed under the authority of said Rules and Regulations. Date of Execution Little Rock Planning Commission CERTIFICATE OF RECORDING This document, number _ , filed for record 19 _, in Plat Book Page AIN -- - - % �?'�,�•�/dine Line L07 1 /tip A T11 0!� S REGISTERED Z� I'll 0FssSIONAL ENGINEER li j No.5033 �Ttt OTh'Y E �%'a STATE OF '•. ARKANW a • NO.534 0 _0. }: ip •LAMA\) v I i ice\ r. fix: �f,•n� �v -S1 3� eilN � I 30 I ` D[9irxcfl ZB I pQj iN� T 'I 32 I 31 9437 UNG I " QD VICINITY MAA © WHITE-DATERS & ASSOCIATES, INC. a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201 LEGAL DESCRIPTION A tract of land located in the W 112, Section 32, T-1-N, R-12-W, Pulaski County, Arkansas, more particularly described as: Beginning at the center of said Section 32; thence S 0 deg. 28 win. 30 sec. W along the east line of the NE 1/4, SW 1/4, said Section 32, 439.2S ft. to the intersection of said east line of the NE 1/4, SW 1/4, and the east right-of-way line of Scott Hamilton Drive; thence Northwesterly along said east right -of -was line, being the arc of a 737.75 ft. radius curve to the left, having a chord bearing and distance of N SS deg. 48 min. 30 sac. W. 513.8 ft.; thence N 56 deg. 10 min. 45 sec. W and continuing along said east right-of-way line 5.44 ft.; thence Northerly and continuing along said east right-of-way line, being the arc of a 694.7S ft. radius curve to the right having a chord hearing and distance of N 27 deg. SS min. 16 sec. W, 659.03 ft.; thence N 0 (leg. 22 min. 18 sec. E and continuing along said east right-of-way line 570.79 ft. to a point on the south right-of-way line of Interstate Route No. 30; thence Northeasterly along said south right-of-way line the following hearings and distances: N SS deg. 31 min. 30 sec. F. 83.28 ft.; N 62 deg. 40 min. 30 sec. E. 362.25 ft.; N 26 deg. 55 min. 30 sec. E, 33.35 ft. and N 69 deg. 13 min. 30 sec. F., 238.97 ft. to a point on the east line of the NW 1/4, said Section 32; thence S 0 deg. 36 min. 30 sec. W along said east line 1,4ol.19 ft. to the point of beginning. F1t-IA ._ PI-.,\-T - LoT� 1$2 1 ,- -- Revised: Date: Scale mor. NI 1 L w Sheet of Vert.