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HomeMy WebLinkAboutS-0867-N Map 2o �2f3' I3 5 I l N (� 4r,,15 �IIw N G-1 `'ilo l r5_1 IN 30 p I �\ rn N �1°�134u1?-- 394 z?,1 177 N I o \� _ N 4 G1Es: 5GS r i IZ ~ / C I idol o.l N. 2 °33' 15 'Tw 'vj. 4e, 31,w 4t'i'l �tro Y�i�uk�r Wiz; �s e(' ry 0 LE�aL DF- �I PTI�� Part of Sections 25 & 26, 1-2-N, R-14-14, Pulaski County, Arkansas, more particularly described as: •Beginning at the center of Section 36, T-2-N, R-144;.thence S0045'34"W along the North -South centerline of said`Section 36,'1021.60 ft. to a point on the centerline of Chenal Parkway; thence Northwesterly along said centerline being the arc of a 2864,79 ft, radius curve, to the left, having a chord bearing and distance of N22"45145"W, 87316� ft. to a point; thence N31"42'W'14 and Continuing alongiasaid centerline, 2164.01 ft. to a point; thence Northwesterly and continuing alony said centerline, being the arc of a 5729:68 ft.`,radius curve to'the right, having a chord bearing and distance of N26"52'34"W, 964.0 ft. to a point; thence N22"02'Sr, an - continuing along said centerline, 811.45 ft. to a point on tie centerline of Chenal Valley Drive; thence 1,479048'07"E along s, centerline, 365.64 ft. to a point; thence Northeasterly and continuing along Said centerline, being the arc of a 4C9.26 ft. radius curve''to the left, having a chord bearing and distance of N51000'34"E, 394.23 fL. to a point; thence N67°46'57"W, 30.G ft. to a point on the Westerly right-of-way line of said Chenal Valley Drive and the point of beginning; thence Southwesterly along the Westerly and Northerly right. -of -way line of Chenal Valley Drive, being the arc of a 319.26ft, radius Curve to the right, having a chord bearing and distance of 551"0,0'34"W, 365.33 ft. to a point; thence Westerly alonr, the Northerly right-of-way line of Chenal 'Valley Drive the followinc: he arings and distances of: S79"48'01"W, 180.57 ft., S88"32'S3"', 65.76 ft. and N82"33'15"W, 29.48 ft. to a point on the East"r right-of-way:'line of ;Chenal Parkway; thence N22"03'W, aluny Easterly r.yght-of-way line 141.41 ft. to a point; thence S67051'W di,' continuing along said Easterly right-of-way line, 10.0 ft. to a point. thence N22°'03'W, and continuing alony said Easterly right-of- vray,line, 442.54 ft. to a point;thence Northwesterly and continuing dlong said Easm rly right-of-way line being the arc of a 2954.79 ft. rad'iu5 curve,to the ieft, having a chord bearing and distanctl of N26°37'56"4, 472.1.1 ft. to a point; thence N76"00'E1 787.96 ft. to a point; thence 58a"00'01"E, 725.78 ft. to a Point; thence N64912'46"`-. 6o.0,ft,.'to a point, thence Southeasterly along the arc of e 602.96 ft, radius curve to ,the right, having a chord bearinc,. and distance of S18°17'33"Et 157.29 ft. to a point; thence S10"47'47"E, 224.15 ft. t( a. point; thence Southerly along the arc of a 507.46 ft. radius Curve to the right, having a chord bearing and distance of SO"15'01'W, 194.47 ft. to a point; thence Southeasterly along the arc of a 25 f`. radius curve to the left, 'having d chord bearing and distance of S25'14''08"E,,29.76 ft. to a point; thence S28"13'55"W, 60.0 ft. to a point;, thence N61`46'05"W, 139,.59 ft. to a Point; thence Westerly alony ?Lhe arc of a 256.48 ft.'ridius curve to the left, having a ° " 381.25 ft. to a point on the thordiand distance of S70 13 Z� W, 1 Northerly right-of-way line of Chenal Valley Drive; thence N67.°46'57"W'along said Nortiierl; riyht-o€-way line, vG.O ft. to a ~`point on the Easterly riyht-of-way line of said Chenal Valle,, L i•e. thence S22"13'O3'W along said Easterly riyht-of-way line, to the poiai of beginninc, containing 27.4646 Acres �!iore ar less. OWNER 09 DEVELOPER bile 1f fJfntill Wore % LKA� 7�L�Zi i Swrce 11 Dille 1 k 6;f pop IW,rwert w 1 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Joe D white, hereby certify that this plat correctly represents a bound- ary survey made by me and all monomer is shown hereon actually exist and ine'r location, size, type and material are correctly shown. i , hit of f]ttlliw Jot D. white. Registered Land Surveyor No. 534. Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY 1, Timothy E Oaters, hereby certify that this plat correctly represents a plat made by me. and that engineering requirements of the Little Rock Subdivision Rules and Regulations nave have been complied with. +p�� hit e16ncdlek Timothy E Dieters Registered Professional Engineer No. 5033. Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL Ali requirements of the Little Rock Subdivision Rules and Regulations relative to ?me preparation and Submittal Of a preliminary plat having been fulri,fled.ie approval of this plat is hereby grant'ed. subject to further provisions of said Rules and Regulations This certificate small expire hit tl6et11iw planning Administrator Little Flock Planning comm'55ion 1 �Qo CAI 2��\ P'C- �2� 2864 .� R K31 4N AZx7) IT I ✓N Tv THE G 17T"Or L ITTL' Rood V I G Ir.� �Y NiIAP L a >✓ .IN . S === © WHITE -DATE IRS & ASSOCIATES, INCu�1G� CIVIL ENGINEERA LAND PLANNING & DEVELOPMENT. SURVEYING 401 Victory Street Little Rack Arkansas 72201 Survvn Bps Ura%n By: Checked By: APPrn.ed B�: r� �W%I • Rrvfsed: I I - ZC? '71c bete (�CJI, ICl, Hor. Vert. Scale I - I T Sheet of