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HomeMy WebLinkAboutS-0285-C Map 3r I N �G 00 -3 D =n•Oo' mod' e,R 00 cy,_ 9 � A r �9 N T- L`% I -,PACT L Tfa� z� 04 4C _ CO 4J <i i 6 4 Legal Description - Road Description of Part of Ranch Drive & Part of Ranch Blvd. Part of the W112 of Section 13 & part of the E112 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 N43'59'15"W, 589.16 ft. to a point; thence Northwesterly along the arc of a 542.96 ftradius 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 S26'50'41"W, 75.78 ft. to a point; thence S30'57'49"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, 307.57 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 ft. to 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 N19007'58"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 S73'29'47"E, 100.0 ft, to a point; thence S16°26'09"W, 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 of 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 555009'33"E, 233.65 ft. to a point; thence S43'69'15"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 .,3.3919 Acres more or less. a 1 OCT 29 W -1b NFU A7' o11w © WHITE-DATERS & ASSOCIATES, INC. ''7- Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201 ��Ir% O!" I2ANCH 41D:2/L/-- y Survey By: Drawn By: Checked By: Approved By: !�� nT �j� 17,q A 1/',�,.f APPROVE Revised: Date: Scale Sheet of