Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
S-0285-C Map 4
I e , P 0 Ohl 1 AL,� • / i i r Rk- ur7�i tre,� .end/or aG.7r�agc; man/�» Ort��- Q? % h/ix ,'7C3�C0� z v^i��cco ,�hor:✓� �/ony c�rve� X'c cha�� 4. /won P/%:� If —If 7'r » —AVVIAi07, f i LOT j �r :1NXi'� ,• C' Q 9 -Y +�4- /tYiT 39'4" 55.7ti j �� � r N73•�3'St'H/ «.cam--- ) 'r0 - ''UAL 7)=CP!/C'r/DN T,; %V T fl. 0 w. V"fchy,`? r A4P N'_ CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, Joe D. White, hereby certify that this We, the undersigned, owners of the real es - plat correctly represents a boundary survey tate shown and described herela, do hereby made by awe and boundary markers shown hereon certify that we have laid off, platted, and actually exist and their location, type and subdivided, and do hereby lay off, plat, and material are correctly shol/t�. ^ subdivide said real estate in accordance with / this plat. ern, t:5 APe-a ej. fie - -� a_ t `rte � ����• Date of Execution J6e i e� bate of Execution kagistered Land Surveyor No. 534, Arkansas D.R. Page Address Instrument No. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, Timothy E. Deters, hereby certify that this plat correctly represents a plan made by me, Pursuant to the Little Rock Subdivision Rules and that the engineering requirements of the and Regulations, and all of the conditions of Little Rock Subdivision Rules and Regulations approval having been completed, this docu- have been complied with. ment is hereby accepted. This certificate is hereby executed under the authority•of said r Rules and Regulation p bate of Execution Timothy E. Deters "10 Registered Professional Date of Execution fLittle Rock Pl&nning Engineer No. 5033, Arkansas Commission CERTIFICATE OF RECORDING This document, number filed for record i ;i - j 19 J,"1 , in Plat Book Page 1. Rame dd f Legal Description Part of the N1/2, SE1/2, and the S1/2, NE1/4, Section 14, f-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Starting at the northeast corner of the NWl/4, 5141/4, Section 13, NW1/�4,,5M1/46.1321`ce S0*51'40"W, along h 0-ftoto thes southeast corner thereof;sthence S0'01'16"E, along the east line of the SW1/4, SW1/4, said Sectaen 13, 1238.45 ft. to a point on the North right-of-way line of Arkansas State Highway No. 10; thence northwesterly along said North rignt-of-way line being the arc of a 1382.41 ft. radius curve to the right, having a chord bearing and distance of N67.15'150W, 682.08 ft. to a point; thence N52'58'15'W and continuing along said North right-of-way line, 1495.51 ft. to a Point; thence northwesterly and continuing along said North right-of-way line, said line also being the arc of a 1959.86 ft. radius curve to the left, having a chord bearing and d4tance of N63'Z1'04-W, 706,23 ft, to a point; thence N73643'52"w,and continuiny along said North right-of-way line, 9.43 ft. to d Point; thence northeasterly along the arc of d 40 ft. radius curve to the left, having'a chord bearing and distance of N62'39'43'E, 55.77 ft. to a point; thence N19'03'16'E, 175.23 ft. to a point; thence northeasterly along the arc of a 1482,39 ft. radius curve to the right, having a'thord bearing and distance of N25'08'33"E, 307.57 ft. to a point; thence N30'57'49"E, 124.59 ft. to a point; thence northeasterly along the arc of a 427.46 ft. radius curve to the left, having a chord bearing and distance,, of N23.39'46"E, 108.65 ft. to a point; thence N16025'56"E, 56,35, ft, to the point of beginning; thence southwesterly along the arc of a 25 ft. radius curve to the right, having a chord bearing and distance of S62.47'49"W, 36.17 ft. to a point; thence northwesterly along the arc ak,,g,_914.93 ft. radius curve to the right, having a chord bearing an 5�,i,stance of N60.17'37"W, 346.18 ft, to a point; thence N30.17133"E 217.7 ft, to a point; thence N58.36'53'E, 173.85 ft. to a point; thence S31'26'56"E, 289.00 ft. to a point; thence southwesterly along the arc of a 622.96 ft. radius curve to the left, having a chord bearing and distance of S23.45'33"Y, 158.62 ft. to a point; thence S16'30'13"W, 43.65 ft. to the point of beginning, containing 107,085 sq. ft. 0- 2.4583 Acres more or less. tP f �rckl) • z, © WHITE-DATERS 6 ASSOCIATES, INC. �t1iff' KANifH xe„tsed: CIVIL ENGINEERING, LANO, PLANNING 6 DEVELOPMEN7. SURVEYING . �T %C VC � � \ AN✓iy✓ Date: 401 Victory Street Little Rock Arkansas 72201 q Hor. Survey By: 1)n..n 7: hedied Bw: Approved By-: LOC_A7�wV IN T HLe o/f ✓rC. /4 T �' /�/Q--/� /Y� Scale /r=40 1)11 A 11<l ax)&T y, A)?IIAA/nA n sheet of