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Z-5013 Map 5
F;..U�GP�,AII.i�F�LiAIAY II.1FOfZMATV�.J Td Kill =RC.INI CORPS OF GaR �,�� Pl?ovlD}��i t3Y T�-+� cl , ✓ rF rQs I.tv Pav>:� fiRM -M-) a 406--^ 100YI! ASI- Fl.Gx1D 409 'I" I µ 1 a-.! CLa i To�1 I�� — Tom F FILL, FLlac�I� l+�La`� f -3 -u -Ll Lu a Lual -u_ it ✓CJI - —11 Z.11 N HTS c4N � . LJ N I "�j /,4r � 10, O8 AGI2� 18C� �.F MIN CERTIFICATE OF OWNEn We, the undersigned, owners of the real estate shoim and described herein do hereby certify hat we have laid off, platted and subdivided and do hereby lay off, plat and subdivide said real estate in accordance with the within plat. Date of Execution Source of Title: D.R. Page ` .+``��GiSTER PRELIMINARY ENGINEERING CERTIFICATE STATE OP'. b ARKANSAS I. Timothy E. Daters, hereby certify that this proposed O�c 4.,d�70.534 : G = preliminary plat correctly represents a survey completed ' _ by me, or under my Supervision on 19_; that "ie boundary lines shown hereon correspond with the description in the deeds cited in the above ���' • ....... ��.+ Source of Title; and that al_ monuments which we -e found '•�"-qL LAN +++` or placad on the pcoperry are correctly aeccribed and ""Ifnn"0'0 located /40 ti1A'TFI0f � O Aft ANSAS * * Date of Execution Timothy E. Daters REGISTERED Regictnrer rro'•.ssional PROFESSIONAL V nn4inear Mn. 503:, Arkansas ENGINEER 11i A Ro.5033 �11 CERT1FTCATR OF PREiI111NARY PLAT AP:ROVA:. pP ,+ i A11 requi-emen-s of the Little I+or.k SubdivisionRules and Regu_.atl.ons relative .o the prepa-e-tion z.nd submittal of a preli-mirary pJ.q,: hav'-n; JPer fu' -filled, approval of this plat is `.erecv ,rarced, cuhject to further provisions of said Rvies and Rega'ationc. This Certificate shall expire III= 201 Legal Description - Part of the SE 1/4, SW 1/4, Section 29, T-2-11, R -13-W, Pulaski County, Arkansas, more particularly described as: Starting at the Southeast corner of the SE 1/4, SW 1/4, said Section I' I thence S 890 40' 01" W, 581.53 ft. to I of Hinson Road; thence Northwesterly along said East right-of-way, being the arc of a 671.4 ft. radius curve to the right, having a chord bearing and distance of N 130 42' 11" W, 248.93 ft. to a point; thence N 03' 01' o, 10" W and continuing along said East right-of-way line, 448.67 ft, to a point; thence Northwesterly and continuing along said East right-of-way line, being the arc of a 660.34 ft. radius curve to the left, having a chord bearing and distance of N 050 06' 08" W, 48.0 ft. to a point; thence Southeasterly along the approximate centerline of Taylor Loop Creek the following bearings and distances: S 710 58' 35" E, 147.0 ft.; S 89' 02' 05" E, 401.58 ft. and S 70' 2.0' 05" Wqs. line of the SE 1/4, SW 1/4, said Section 29; thence S 000 19' 59" E, along said SE 1/4, SW 1/4, 638.0 ft. to the point of beginning, containing 10.0853 acres more or less. � g� 6, lid @•'•~ - ... I * (1 Cjl t I...om.l F 1 1�.1w._:i • I 51 S �1 1`> Y rzr III= 201 © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING 6 DEVELOPMENT, SURVEYING 0 401 Victory Street Little Rock, Arkansas 72201 n Da -e of Execution Ni ? FK0 j9C;T— Planning Administrator :.i-ttle Rock. Planning Commission \/IGS N I - 50 0 50 100 GRAPHIC SCALE IN FEET PI21=1-I MI N X12'1/ PI-/.�T N•'j - 7. LITTLE ROCK 1—MAITITING COKIJSSION lL'PROVD � ��.N�n r:�I.m,6.L. ����•t�� /D- 27 83 r�LaNv�'� � To�.r1.,�-►Ic �`v�� to-s-�: /0 1R 1a:4-I�- Date: Hor. Vert. Scale Sheet of Legal Description - Part of the SE 1/4, SW 1/4, Section 29, T-2-11, R -13-W, Pulaski County, Arkansas, more particularly described as: Starting at the Southeast corner of the SE 1/4, SW 1/4, said Section 29; thence N 00' 19' 59" W along the East line of said SE 1/4, SW 1/4, 460.0 ft. to the point of beginning; thence S 890 40' 01" W, 581.53 ft. to a point on the East right-of-way line of Hinson Road; thence Northwesterly along said East right-of-way, being the arc of a 671.4 ft. radius curve to the right, having a chord bearing and distance of N 130 42' 11" W, 248.93 ft. to a point; thence N 03' 01' 10" W and continuing along said East right-of-way line, 448.67 ft, to a point; thence Northwesterly and continuing along said East right-of-way line, being the arc of a 660.34 ft. radius curve to the left, having a chord bearing and distance of N 050 06' 08" W, 48.0 ft. to a point; thence Southeasterly along the approximate centerline of Taylor Loop Creek the following bearings and distances: S 710 58' 35" E, 147.0 ft.; S 89' 02' 05" E, 401.58 ft. and S 70' 2.0' 05" E, 131.0 ft. to a point on the East line of the SE 1/4, SW 1/4, said Section 29; thence S 000 19' 59" E, along said SE 1/4, SW 1/4, 638.0 ft. to the point of beginning, containing 10.0853 acres more or less. � g� 6, o © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING 6 DEVELOPMENT, SURVEYING 0 401 Victory Street Little Rock, Arkansas 72201 n Da -e of Execution Ni ? FK0 j9C;T— Planning Administrator :.i-ttle Rock. Planning Commission \/IGS N I - 50 0 50 100 GRAPHIC SCALE IN FEET PI21=1-I MI N X12'1/ PI-/.�T N•'j - 7. LITTLE ROCK 1—MAITITING COKIJSSION lL'PROVD � ��.N�n r:�I.m,6.L. ����•t�� /D- 27 83 r�LaNv�'� � To�.r1.,�-►Ic �`v�� to-s-�: /0 1R 1a:4-I�- Date: Hor. Vert. Scale Sheet of