Loading...
HomeMy WebLinkAboutS-0867-N Map 1�i Ii V\ v N C�l��,�i !Ire V I , —� S,3y5' , O �s�`�'- � �, ✓ � 7i (off• � � l 40 6� 0�I 5"IIIW U N 51p�134u� ?�� L`I Z-III R-Id W �5G5,64X. I _-�--SIG-�2�;�. R— 4�ot Q �(/?•g°3G��I�tN5.1�� ZoG 3 1 ' H v-i 472 : --- 140 _ c . �;� - Ile, C;l . 451 1N. T- N(V40 &104 Sic 11, 0 DELI erP,4 Part of Sections 25 & 26, T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Beginning at the center of Section 36, T-2-N,. R-14-W; thence SO'45"34'W along the North -South centerline of said•'Section.36, 1021.60 ft'. to a point; on the centerline of Chenal Parkway, thence Nkrthwesterly a -long said centerline being the arc of ft, radius cirrve tqq the left, having a chord bearing and a 2864./9 distance of. N22055'45"W, 873t62 ft. to a point; thence N3i°42'05"W and continuing along said centerline, 2164.01 ft. to a point; thence Northwesterly, and con�inu�ng along said centerline', being the arc of a 5729.5,; ft.radius curve to the right, having a chord 'Dearing and distance of. NMO52'34"W, 964.0 ft. to a point; thence N22"02'59"W and c:,ntiruing along said centerline, 811.415 ft. to a point on the centerline of Crhendl Valley Drive; thence N79'48'07"E along said centerline; 366.64 ft. to a point; thence Northeasterly and continuing along said centerline, being the arc of a 409.26 ft. radius curve to the left, having a chord bearing and distance of N51000'34"E, 394.23`f�- to a point; thence N67'46'0V W, 30.0 ft. to a point on the Westerly right -Of -way line of said Chenal Valley Drive and the point of beginning; thence Southwesterly along thL Westerly and Northerly right of -Pray line of Chenal Valley Drive, being the arc of a 379.26.ft, radius urJ to the right, having a chord bearing and d'istagce-of' S51'00'34"9, 365.33 ft. to a point; thence Westerly along the Northerly right-of-way line of Chenal Valley Drive the following b"rin gs and distances ot: S79'48'07"W, 180.57 ft, S88°32'53"W, 65.76 ft. and N82033'15"W, 29.48 ft. to a point on the Easterly right-of-way.line of Chenal Parkway; thence N22'03',M, alpny said Easterly right-of-way line 141.41 ft. to a point; ttrerice S67'5-7'W and continuing along said Easterly right-of-way line,1,10.0 ft. to a point;.ihence N22*03'W, and continuing along said-asterly right-of- way Tine, 442.54 ft. to a point thence Northwester y and continuing eT'ong said,Easterly right-of-way line being the arl� ot" a 2954.79 ft. radius curve to the left, having a chord bearing a d distance of N26°37'5u"W, 412.1,1 ft. to a point; thence N715'00`� 787.96 ft. to a ,point; thence SW OCI '01"E, 725.78 ft. to a point; thence N64412'46"E, 60.0 ftA'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 S18017'3311E1,157.29 ft. to a point; thence S10'47'47"E, 224.15 ft. to a point; thence Southerly along the arc of a 507.46 ft. radius curve to the right, Having a choro bearing and uistance;of SO'15'01"W, 194.47 ft. to a point; thence Southeasterly along the arc of a _5 ft. radius curve to the left, having a chera bearing,ano dts;tance of S2.5'14'08"E, 29.7t ft. to a point; thence S26'13'55"W, 60.0 ft. to a point;:then•ce N61'46'OVIll 139.`;9 ft. to a point; thence Westerly along the arc of a 256.48 ft. radius curve to the left, having a chord and distance of S70'13'2.9":(, 381.25 ft. to a point oil the Northerly right-of-way line of Chenal Valley Drive; thence N619`46'57"W'along gala Northerly right-'At-wqY link, 6v.G ' point on th$ Easterly right-of-way line bf taid "henai Valley Dr" e; ,thence S22.13'034W along Said Easterly right-of-way line, 223.79 ft. to the point of beginning, containing 27.4646 Acres more or less. e 27 rr= 24 06 Z4 NOV 20 1990 i ci 0 OMNER OR DEYELOPER 1 ,eo -- J�f/71 0 Met of l,trinlp Awns swct at title. p II i� L ow - 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 monuments shown hereon actually exist and their location, size, type and material Are correctly shown I bteNbttrntn Jpe D Mhite, Pegistered Lana Surveyor No. 534, Arkansas 1 CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY i, Timothy E Daters, 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 nave been compiled With. bumf Ematenat Timothy E Daters Registered Professional Engineer No 5033. Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirementS Of the Little Rock Subdivision Rules and Regulations relative 10 the preparation and Submittal of a preliminary plat having been fulfilled. approval of this Plat is hereby granted. subject to furthe, orovisionS of said Rules and Reguiat'0-3 This certificate shall expire bit 101.1mil l PlanningQ Administrator Little MOck Planning CommissiO" `ssssN au tt tt4kx,,,, ,�� .^.o'r..'r•Y`r T *STAM OF ' - `'• 53+1;_;�= ,y ••......• C3 1 AL LA�Q, xrxaxaaf aakaa°Ass I Je-'"ra'�LL.l�'j INI GE�-� FLA,,T (Lcrr:�- 1--j) THE V I G I N I �-I T. S -� 2c✓ K- © WHITE-DATERS 6 ASSOCIATES, INC.L.�ti�(�G� Q CIVIL ENGINEERING LAND PLANNING 6 DEVELOPMENT, SURVEYING E3 401 Victory Street Little Rock. Arkansas 72201 Sune. 8i: I brawn fly: Checked Bf! Approved By: fi T�F 14 - w 1 PU �A�jIC i Revised: I i - Zc 90 Date: I Y% Hor. I Vert. Scale 1 ;IGI Sheet of