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HomeMy WebLinkAboutS-1090 Map 3O.1ELT-1 C FA I ll c 7-1 E f l \ i6 T-2-NI R-14-vJ CERTIGICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plot correctly represents a plot made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have hove been compile W,F#t> A Da e of Execution Timothy E. Deters. 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 pretiminory plat having been fulfilled, approval of this plot is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator Little Rock Planning Commission 4 0 01.7NER OR DEVELOPER Dote of Execution Name CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY i, Joe D. White, hereby certify that this plat correctly represents o bound— ary survey made of verified by me that all surveying requirments of the State of Arkansas and City of Little Rock Sub— division Rules and Regulations have been compiled with and a copy of said boundary has been duly filed for record in offices of the State Surveryor and the Pulaski County Circuit Clerk on lg_, in Plat Book _Page _ Date of Execution ,toe D. White, Registered Land Surveryor No. 534, Arkansas n Part of Section 36, T-2-N, R-14-14, Pulaski County, Arkansas, more particularly described as: Starting at the center of said Section 36; thence S 0 deg. 45 min. 34 sec. W along the North - South centerline of said Section 36, 1,021.60 ft. to a point; thence Northwesterly along the arc of a 2,864.79 ft. radius curve to the left, having a chord bearing and distance of N 22 deg. 55 min. 54 sec. W, 873.62 ft.; thence N 31 deg, 42 min. 05 sec. W, 305.18 ft. to the point of beginning; thence N 31 deg, 42 min. 05 sec. W, 1,260.40 ft. to a point; thence N 58 deg. 01 min. 11 sec. E, 55.59 ft. to a point; thence Northeasterly along the arc of a 1,432.39 ft. radius curve to the right, having a chord bearing and distance of N 68 deg. 55 min. 41 sec. E, 542.22 ft. to a point; thence N 79 deg. SO min.14 sec. E, 600.53 ft. to a point; thence S 33 deg. 22 min. 03 sec. E, 88S.66 ft. to a point; thence S 2S deg. 25 min. 37 sec. W, 337.71 ft. to a Point; thence S 66 deg, 30 min. 55 sec. W, 898.43 ft. to the Point of beginning, containing 31.9493 acres more or less. © WHITE-DATERS S ASSOCIATES INC La CiViL ENGINEERING LAND G-.-'.'. ",i n : _ S RVEY!NG Q 401 Victory Street Litt- a � K_s-sas 72201 tune. B%. DraN,n RN d HN: I F,1' ar 1p XGE , �NTY! GIAL Date 8-e7 ell:5� Hor Vert Scale Sheet of N T'�