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Home My WebLink AboutZ-4885 Map 2Q� O h QQ X W Q m ti W (Zr U e N 34°0 !9'4746 1 /0.89 -1 N/1 °46'oo�V P'N P,(5 36 °5B' 56,"V /40 69' 00 ° Z9'44 °GY r?? 03' 1, 8(al \' N yS 0 67 �i cip33 /V74°Z4'//1E N 33 °44'39 ° /97.35' + P (y) 533°44'39� Z?�. 56 ^1B7°23'o706 883.58-- - ----- - gB7°23'O7"7^/ 658.3¢' I NECorner $cciion/B Counfy, Aika�y/s N R, O h N B�°47'/S�� 6 905 /547 NO TES: The /Oroperl(l shown ar7ol o%scribeo/hercol) is included 1 i7 Me l✓orr-o171y /.7end /-9escri lion re- corded i /7 fhe records o7' 1he C11--e411f C%rlc and ex-of>`/G/o lFecordBr o�P�/os�i�ou��yf�r�onsos, i� %�eed%�ecoro/ /.of'oo�- -'/ZOZ on Payee 339. ti Z/9ear%179 IJalelm shown was a55a177eal1rorn ,previous ,9urveys and deed' descripfions. 0 PROPERTY DESCRIPTION FLOODWAY/FLOOD PLAIN Part of Section 18, T-1-S, R-13-W, Pulaski County, Arkansas, more particularly described as: \ry1� Commencing at the NE corner of said Section 18; thence S87023'07"W along the North line of said Section 18, 658.34'; thence SO1°06'56"E 661.82'; thence N86047'15"E 653.79' ;thence S05015'47"E 44.94' to a point on the Northwesterly R/W line of the Union Pacific Railroad; thence in a Southwesterly direction along the Northwesterly R/W line of said railroad the a� following courses; S40°04'34"W 1951.32'; S51°43'47"E 49.66' ; S39°59'41"W 1870.0'; thence N50027'55"W 627.06'; thence S39°34'33"W 188.65' to a point on the East R/W line of Arkansas Highway No. 111, said point being on the arc of a curve to the right (said curve having a radius of 764.0'); thence in a Northwesterly direction along the arc of said curve to a point (said curve segment having a chord bearing and distance of N23°31'30"W 239.89) BZ.DZZ Aere6 t said point also being the Point of Beginning of the property herein describetd; thence continue along the East R/W line of said Ark. Hwy. #111 N12'46'00"W 55.27' to a point on the centerline of Crooked Creek; thence N36'09'47"E along the center line of said Crooked Creek 10.89' to the point of curvature of a curve to the left (said curve having a central angle of 15"40'03" and a radius of 726.84'); thence in a Northeasterly direction along the arc of said curve to the left to the point of tangency thereof (said curve segment having a chord bearing and x distance of N28°19'46"E 198.13'); thence continue along the center line of said Crooked Creek N20029'44"E 122.03' to the point of curvature of a curve to the right (said curve having a central angle of 32'58'25" and a radius of 377.88'); thence in a Northeasterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of N36'58'56"E 191.78'); thence continue along the centerline of said Crooked Creek N53°28'09"E 380.83' to the point of curvature of a lei �y \V curve to the left (said curve having a central angle 10'23'03" and a radius of 2200.99'); (gyp thence in a Northeasterly direction along the arc of said curve to the left to the point of tangency thereof (said curve segment having a chord bearing and distance of N48°16'37"E 398.36'); thence continue along the center line of said Crooked Creek N43°05'06"E 277.43' to he point of curvature of a curve to the left (said curve having a central angle of 18°40'55" 1, and a radius of 607.94'); thence in a Northeasterly direction along the arc of said curve G\ to the left to the point of tangency therof (said curve segment having a chord bearing and distance of N33°44'39"E 197.35'); thence continue along the center line of said Crooked Creek PROPERTY DESCRIPTION - OVERALL N24024'11"E 178.93'; thence S50'06'41"E 230.0'; thence S72'38'51"W 176.48' to the point of Part rif Section 18, T-1-S, R-134, Pulaski County, Arkansas, more particularly described as: curvature of a curve to the right (said curve having a central of 18°40'55" and a radius of 697.94'); thence in a Southwesterly direction along the arc of said curve to the right to Commencing at the NE corner of said Section 18; thence S87023'07"W along the North line of the point of tangency therof (said curve segment having a chord bearing and distance of said `ection 18, 658.34' to the Point of Beginning; thence 501"06'56"E 661.82' ;thence S33'44'39"W 226.56'); thence S43°05'06"W 277.43' to the point of curvature of a curve to the N86 4 15 E 653.79 , thence S05'15 47 E 44.94 to a point on the Northwesterly R/W line of right (said curve having a central angle of 10°23'03" and a radius of 2290.99'); thence in the Union Pacific Railroad; thence in a Southwesterly direction along the Northwesterly R/W a Southwesterly direction along the arc of said curve to the right to the point of tangency line (if said railroad the following courses; S40°04'34"W 1951.32', S51°43'47"E 49.66'; thereof (said curve segment having a chord bearing and distance of S48'16'37"W 414.65')-, S39059'41"W 1870.0'; thence N50°27'55"W 627.06'; thence S39°34'33"W 188.65' to a point thence S53°28'00"W 380.83' to the point of curvature of a curve to the left (said curve on the East R/W line of Arkansas Highway No. 111, said point being on the arc of a curve having a central angle of 32'58'25" and a radius of 287.88'); thence in a Southwesterly to the right (said curve having a radius of 764.0'); thence in a Northwesterly direction direction to the point of tangency therof (said curve segment having a chord bearing and along the arc of said curve to a point (said curve segment having a chord bearing and distance of S36'58'56"W 140.69'); thence S20°29'44"W 122.03' to the point of curvature of a distance of N23"31'30"W 239.88'); thence continue along the East R/W line of Ark. Hwy #111 curve to the right (said curve having central angle of 24012'26" and a radius of 640.0'); N12046'00"W 55.27' to a point on the center line of Crooked Creek; thence N36'09'47"E 10.89' thence in a Southwesterly direction along the arc of said curve to the right to a point along the center line of said Crooked Creek to the point of curvature of a curve to the left on the East R/W line of Ark Hwy #111 (said curve segment having a chord bearing and (raid curve having a central angle of 15040'03" and a radius of 726.84'), thence in a distance of S40'00'17"W 268.39'), said point also being the Point of Beginning and Northeasterly direction along the arc of said curve to the left to the point of tangency containing 4.202 Acres, more or less. thereof (said curve segment having a chord bearing and distance of N28°19'46"E 198.13'; thenct continue along the center line of said Crooked Creek N20°29'44"E 122.03' to the point of curvature of a curve to the right (said curve having a central angle of 32'58'25" and a'radius of 337.88'); thence in a Northeasterly direction along the arc of said curve /3o[/NDA R Y U 1c7 V� Y /' Z �T to thil point of tangency thereof (said curve segment having a chord bearing and distance of 7 a N36'54'56"E 191.78'); thence continue along the centerline of said Crooked Creek N53°28'09"E PAR T Of SEC T/D/V /p� T � S, /`n -/3-W 380.81' to the point of curvature of a curve to the left (said curve having a central angle of l0'23'03" and a radius of 2200.99'); thence in a Northeasterly direction along the arc PUL r! e $K/ COLIN T Yj AlFkANSA S of sald curve to the left to the point of tangency thereof (said curve segment having a chorftearing and distance of N48°16'37"E 398.36'); thence continue along the center line of said Crooked Creek N43°05'06"E 277.43' to the point of curvature of a curve to the left Jr ur•veyed For; (said curve having a central of 18'40'55" and a radius of 607.94'); thence in a Northeasterly 1 direction along the arc of said curve to the left to the point of tangency thereof (said LVi //iam A lfl-ed S7 o {fiord curve segment having a chord bearing and distance of N33°44'39"E 197.35'); thence continue along the centerline of said Crooked Creek N24 24 11 E 178.93 thence N50 06 41 W 373.33 67eOr5)/47 MSlo�ford thenct N87°39'26"E 696.11'; thence N02050'42"W 1320.0' to a point on the North line of Sectitn 18; thence N87023'07"E along the North line of said Section 18 883.58' to the $CO/e; / -700 DafC.'fIU9U5f/$,/988 Point of Beginning, containing 86.224 Acres, more or less. C71,7APHIC SCA[ C /N FEET O So /oo i6o 260 400 a.00 Rao i000 CERTIFICATION This is to certify that we have surveyed the property shown and described hereon. All ROBERT C. LOWE, JR. & ASSOCIATES LAND SURVEYORS ° DEVELOPERS property corners were set or found as shown and were established in accordance with the 10510INTERSTATE 30 - SUITE 5 existhg monuments and apparent property lines of the area. The use of this survey and LITTLE ROCK, ARKANSAS 72209 plat is limited to the parties named hereon. 501-562-7215 Surveyed for: William Alfred Stafford Robert C. Lowe, Jr. & Associates Georgia M. Stafford Land Surveyors & Developers Scale: 1" 200' Date: August 15, 1988 RMe Lowe, Jr. Q Registered Professional Land Surveyor 12r` opm f3y,'.Qohet- t, w Loe lr !✓00% Certificate 012 - Arkansas