The URL can be used to link to this page

Home My WebLink AboutS-0324-B-1 Map 2= 31176A CERTIFICATE OF SURVEYING ACCURACY e o ` LEGAL DESCRIPTI011 - E.DWARD GERALD SMITH / ?.7,?C?7C17�3 �honin�� =err :'i�,�. urea I, Edward G. Smith, hereby certify that this a�xj/orara11U C uo/C,5D C7:.`Part. of the SE 1/4, SE 1/4, Section 19, and art of the SR 1/4. REGISTERECI plat correctly represents a boundary survey 9 P LANE) SURVEYOR made by me and boundary markers shown hereon nD'C SR 1/4, Section 20, all in T t-N, R-12-N, Pulaski County, wTATcOP _ Arkansas, more articular) described as: Starting at the material are exist and their location, type and j r a particularly g ARKANSAp material are correct) shown. L• ir`O/7 a,'r19 3rC � � -��%�� L.C'. /7c./.. Southwest corner of the SN 1/4, SR 1/4, said Section 20; thence � y D•Al/� nce� .shown a/�Q curved a1� Drcl N 0 deg. 10 min. N, along the West line of said SR 1/4, he 1/4, J 542.0 ft. to a point on the south ri$ht-of-way line of the 5?aG/,•�" �Cr,6T�L a�% vWayMissouri Pacific Railroad and the point of beginning; thence _ �ti"ee� r-r9f� - of - ; . , S 72 deg. 10 min. E along said south right -of -Way line, 142.0 ft. I::r'_ 0 Lam' � �+- to a point; thence Southeasterly along the arc of a 567 ft. Date of Execution ar , radius curve to the right, having a chord bearing and distance of Registered Land Surveyor �• �?27r 4f G/CL'sUrD — 11/2�Q9� S 62 deg. 36 min. 50 sec. E, 18q. 04 ft. to a point; thence No. 9, Arkansas S 35 deg. 31 min. 44 sec. E, bO.•0 ft. to a point; thence Southwesterly along the arc of a 388.10' ft. radius curve to the .right, having a chord bearing and distance of S b5 deg. 43 min. 47 sec. R, 15o.81 ft. to a point; tner,ce S 76 deg. 52 mina 25 sec. N, 306.57 ft. to a point; thence Southwesterly along the CERTIFICATE OF ENGINEERING ACCURACY arc of a 25 ft. radius curve to the left, having a chord bearing I, Edward G. Smith, hereby certify that this and distance of S 31 deg. 52 min. 53 sec. R, 35.35 ft. to a point; thence S 76 deg. 53 min. 20 sec. R, 30.0 ft. to a point in �� r�A�E-- plat correctly represents a plan made by me, 51 r cos and that the engineering requirements of the the centerline of Patterson Avenue; thence N 13 deg. 06 min. 2/je gyp\ Ck Aiij�RI1SA$ little Rock Subdivision Rules and Regulations 40 sec. N along said centerline, 433. 65 ft, to a point; thence C _ fd L_t N 76 deg. 53 min. 20 sec.E, 30.0 ftto a point on the south ... have been complied with. yi ftk6lSiiRB� right-of-way line of the Missouri Pacific Railroad; thence �l�` PQOtE$SIOIYAL S 78 deg. 20 min. 33 sec- E along said south right-of-way line, ,(\ / ;. BMCIHEFiH •_ 21 q. 58 ft. to a point; thence S 0 deg. 10 min. E and continuing along said south rig ay line, 37.0 ft. to the point of FD *485 �� Date Of Execution ar G. Smi.t beginning, conteinin 3.088 acres more or less. /y �\ �ROGERAIOS Registered Professional Engineer No. 485, Arkansas 'p R CERTIFICATE OF OWNER ho Q + We, the undersigned, owners of the real es- * tate shown and described herein, do hereby h� 1 / 2' certify that we have laid off, platted, and 0 r1��4 IGt� 1Q S c� ! subdivided, and do hereby lay off, plat, and subdivide said real estate in accoNdance with this plat. 657W �L-1 7- M�� ; Date of ExecD.R. Page ut on s� dress instrument No. �0 /0% '370��`�' �tr) ( CERTIFICATE OF FINAL APPROVAL �. Porsuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this docu- ment is hereby accepted. This certificate is L S hereby executed under the authority of said Rules and Regulations. too � �n Little k arming Commission v� l,� i �1 I� �� y 'r ��✓" CIFICATE OF RECORDING hjF,� rumen number filed for /�Q4 ,:- �J. �� cc 19, in 11_Tat Book Lj its N� �0 PJI yr Na [L� V 'k �K 4 �'Co A�0 2GL�l Revised: EDWARD G. SMITH & ASSOCIATES CONSULTING ■NGIN&LR -_. {✓ v I JZ1�+..� / �1� Date: 401 VlcToxx LiTTLe Roca, ARxnxens 72201 � r. Vert �i ,J3 ' // mod. n ar , 7 Q'/ e/ Hor. Vert _ n\ ..�, !/Vi: � r+�?T ✓, ��_m �� /¢' � i5f �_�!� �q Scale "W ©'� s� \ I` laJ�`jh Drawn By: Checked By: Approved By: i1/%<zlt//4!r u✓.. T-I-lV'.FI2-h� Sheet of FARRELL 6 SCMA[q ILIICMIW CO. - .