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HomeMy WebLinkAboutS-0285-C Map 245975C 0 0 11 a I 0 =Y['00' • X0 D • �� TfZA,'v�H a 6o, dam'' CO_ Legal Description - Road Description of Part of Ranch Drive & Part of,RaNch Blvd. Part of the W1/2 of Section 13 & part of the E1/2 of Section 14, all in T- 2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Beginning at the Southwest corner of Tract 'L', The Ranch, Little Rock, Arkansas, said corner lying on the North right-of-way line of Ranch Drive; thence SO4°08'20"E, 63.60 ft. to a point on the South right-of-way line of said Ranch Drive; thence Northwesterly along the arc of a 507.46 ft. radius curve to the right, having a chord bearing and distance of N59°59'29"W, 279.82 ft. to a point; thence N43059'15"W, 589.16 ft. to a point; thence Northwesterly along the arc of a 542.96 ft. radius curve to the left, having a chord bearing and distance of N54°34'17"W, 199.46 ft. to a point; thence Southwesterly along the arc of a•25 ft. radius curve to the left, having a chord bearing and distance of S68"47'06"W, 36.0 ft. to a point; thence Southwesterly along the arc of a 527.46 ft. radius curve to the right, having a chord bearing and distance of S26050'41"W, 75.78 ft. to a point; thence S30057'49"W, 124.59 ft. to a point; thence Southwesterly along the arc of a 1382.39 ft. radius curve to the left, having a chord bearing and distance of S25°00'33"W, 286.82 ft. to a point; thence S19°03'16"W, 173.69 ft. to a point; thence Southerly along the arc of a 40 ft. radius curve to the left, having a chord bearing and distance of S01"31'11"E, 28.11 ft. to a point on the Northerly right-of-way line of Arkansas State Highway No. 10; thence N69°07'54"W along said Northerly right-of-way line, 115.96 ft. to a point; thence Northeasterly along the arc of a 40 ft. radius curve to the left, having a chord bearing and distance of N34°58'35"E, 21.95 ft. to a point; thence N19°03'16"E, 175.23 ft. to a point; thence Northeasterly along the arc of a 1482.39 ft. radius curve to the right, having a chord bearing and distance of N25°00'33"E, 307.5i ft. to a point; thence N30"57'49"E, 124.59 ft. to a point; thence Northeasterly along the arc of a 427:46 ft. radius curve to the left, having a chord bearing and distance of N27"31'29"E, 51.28 ftto a point; thence Northwesterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of N23°27'08"w, 36.89 ft. to a point; thence Northwesterly along the arc of a 984.93 ft. radius curve to the right, having a chord bearing and distance of N60039'35"W, 1.60 ft. to a point; thence N19"07'58"E, 60.0 ft. to a point; thence Northeasterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of N62047'49"E, 36.17 ft. to a point; thence S73029'47"E, 100.0 ft. to a point; thence S16'26'090W, 6.49 ft. to a point; thence Southeasterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance pf of S24'56'58"E, 33.05 ft. to a point; thence Southeasterly along the arc of a 602.96 ft. radius curve to the right, having a chord bearing and distance of S55°09'33"E, 233.65 ft. to a point; thence S43`59'15"E, 589.16 ft. to a point; thence Southeasterly along the arc of a 447.46 ft. radius curve to the left, having a chord bearing and distance of. S58043'22"E, 227.63 ft. to the point of beginning, containing ?�.3919 Acres more or less. 00' 29 MU © WHITE-DATERS & ASSOCIATES, INC. 2/G%-�T- o�-�✓:�Y 0MC477ioN CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 Victory Street Little Rock Arkansas 72201 �T ^ a�^ _� r r-� T / d. Survey By: Drawn By: Checked Bv: Approved By: r")Y /-� /j x / 2LVI7 P Revised: Date: /� Scale Sheet h of a .