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HomeMy WebLinkAboutZ-4933-F Map 14 G A ((' I � - ���'' , fie', 3 Q.I P IV v AL(u�� a00.�L� anti n�nq�� U, Y' �t�," d O.( Y 4�"� //B 36 nt �yt4r 75',317 .- -_ - -N 71-- ` r, PRO�1?-L� Fi.yr✓ _- '�� ` I� o qtt, �� - �--=- --_ r . ' I T �� � lo,�.� �. � J �-� sus -- •� N n I I �. �,^ �G r EF M6DIA4,i I'>p f;:_;' Ovso ZLIi clT�Llttl �a-K '::-2:5,.. _ -Sc ? g5oI v GIN ITyrMA, OWNER OR DEVELOPER Name Bite eP d,ec,tlrx f n, ty/P'h' g / S l k1A'RSB lmrta of line. insirament Pb CILWIPICA11 Or PALLIMINARY SURVEYING ACCURACY 1, Joe D white, hereby cer?fry that flits plat correctly represents a bound- ary survey made by me and all monuments Shown hereon actually exist and their Iocatior, 'sire, type and material are correctly Shown. ' Wit it pttfli" Joe D. khI le, Regi s fered Land Surveyor No. 534, Arkansas ( 4,:�SZ6 G . FV101 al i I �- CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY 1. 7`100 my E Do tern, hereby certiry that this plat correctly represents a prat made by me, and that engineering requirements or the Little Rock Subdivision Rules and Regulailons nave have been comp ed with. Wtt of Detrtl,n r/moihy E 0aters Registered Professional Engineer No 5033. Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulailons relative to the preparation and suba,iifal of a preliminary plat having been rulrllled, approval of this prat Is hereby granted. Sub/ect to further provisions or said Ru/eS and Regulations this certificate shall expire Date of br ?ils Pl ann In Adminlstreior Little Rock Planning Commission .egal Description - Part of the N1/2, NW1/4, Section 6, T -1-N, R -13-'W, Pulaski County, Arkansas, more Particularly described as follows: Starting at the Nortnwest corner of said Section 6; thence S87°45'E along the North line of said Section 6, 535.93 ft. to,- point; odpoint; thence SC050'40"w, 7:13.22 ft, to a point on the Nortr rignt-of-way line of Crienal Parkway; thence continuing S0050'40"W, 150.51" ft. to a point on the Soutn right-of-way line of Chenal Parkway; thence Southeasterly along said South right- of-way line, also being the arc of a 1387.80 ft. radius curve to the right, naving a chord bearing and distance of S61°32'S1 10.79 ft. to the point of beginning; thence S61°28'1'°f continuing along said 5outn right-of-way line 363.87 ft. t. point; thence S18012'22"W, 234.26 ft. to a point; tnence continuing S18°12'22"W, 406.88 ft. to a point on the North rignt- of-way line of Kanis Road '40' right-of-way); thence N54°35'25"W along said North right-of-way line, 63.14 ft. to a point; thence N51°40'06"W, and cont'nuing along said line 290.03 ft. to a .oint; thence Northwesterly along said line, also being the arc of a 454.41 ft. radius curve to the right, having a Chord bearing and distance of N33°19'52"W, 285.99 ft.; thence 1414059'35"« said North right-of-way line 517.4 ft. to a ,pint on t right-of-way line of Cnenal Parkway; tnence 57S°32143"E, said Soutr r7yrL-of-way line 118.38 ft. to a point; 569°35'15"_ continuing along said line 10-6.53 ft. to a tnence Southeasterly along saia line, also being a 1387.8 ft. .radius curve to the right, naving a choro bearing and distance of S66015'274E, 238.83 ft. to the point of beginning, containing :7 acres of land more or less. ;.` �,�•..� ei� ��f;� a 5 tip STATE O A R IN,;, � : • ARK�^6.45 .0 LJI PA 44 F' ' S N 0 ;& �C LAS _rte A'r4r 54l,,i LirTLr-, ►�oGl< al�K/ 1 , . II/131 © WHITE-DATERS 6 ASSOCIATES INC ���r/� �� =ate 1�[ "2t NVE:4 = N_.-1 ♦�� �,_ 1 t� a -_-. _ ._-i'G.L- ../[ i �' T- 1.� IrV I U- Its- HOT. Vert. �t.at Scale •unT. B, Dra..n B�: Chr.ied Be \ppr',�ed B, - Sheet d i h I '::-2:5,.. _ -Sc ? g5oI v GIN ITyrMA, OWNER OR DEVELOPER Name Bite eP d,ec,tlrx f n, ty/P'h' g / S l k1A'RSB lmrta of line. insirament Pb CILWIPICA11 Or PALLIMINARY SURVEYING ACCURACY 1, Joe D white, hereby cer?fry that flits plat correctly represents a bound- ary survey made by me and all monuments Shown hereon actually exist and their Iocatior, 'sire, type and material are correctly Shown. ' Wit it pttfli" Joe D. khI le, Regi s fered Land Surveyor No. 534, Arkansas ( 4,:�SZ6 G . FV101 al i I �- CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY 1. 7`100 my E Do tern, hereby certiry that this plat correctly represents a prat made by me, and that engineering requirements or the Little Rock Subdivision Rules and Regulailons nave have been comp ed with. Wtt of Detrtl,n r/moihy E 0aters Registered Professional Engineer No 5033. Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulailons relative to the preparation and suba,iifal of a preliminary plat having been rulrllled, approval of this prat Is hereby granted. Sub/ect to further provisions or said Ru/eS and Regulations this certificate shall expire Date of br ?ils Pl ann In Adminlstreior Little Rock Planning Commission .egal Description - Part of the N1/2, NW1/4, Section 6, T -1-N, R -13-'W, Pulaski County, Arkansas, more Particularly described as follows: Starting at the Nortnwest corner of said Section 6; thence S87°45'E along the North line of said Section 6, 535.93 ft. to,- point; odpoint; thence SC050'40"w, 7:13.22 ft, to a point on the Nortr rignt-of-way line of Crienal Parkway; thence continuing S0050'40"W, 150.51" ft. to a point on the Soutn right-of-way line of Chenal Parkway; thence Southeasterly along said South right- of-way line, also being the arc of a 1387.80 ft. radius curve to the right, naving a chord bearing and distance of S61°32'S1 10.79 ft. to the point of beginning; thence S61°28'1'°f continuing along said 5outn right-of-way line 363.87 ft. t. point; thence S18012'22"W, 234.26 ft. to a point; tnence continuing S18°12'22"W, 406.88 ft. to a point on the North rignt- of-way line of Kanis Road '40' right-of-way); thence N54°35'25"W along said North right-of-way line, 63.14 ft. to a point; thence N51°40'06"W, and cont'nuing along said line 290.03 ft. to a .oint; thence Northwesterly along said line, also being the arc of a 454.41 ft. radius curve to the right, having a Chord bearing and distance of N33°19'52"W, 285.99 ft.; thence 1414059'35"« said North right-of-way line 517.4 ft. to a ,pint on t right-of-way line of Cnenal Parkway; tnence 57S°32143"E, said Soutr r7yrL-of-way line 118.38 ft. to a point; 569°35'15"_ continuing along said line 10-6.53 ft. to a tnence Southeasterly along saia line, also being a 1387.8 ft. .radius curve to the right, naving a choro bearing and distance of S66015'274E, 238.83 ft. to the point of beginning, containing :7 acres of land more or less. ;.` �,�•..� ei� ��f;� a 5 tip STATE O A R IN,;, � : • ARK�^6.45 .0 LJI PA 44 F' ' S N 0 ;& �C LAS _rte A'r4r 54l,,i LirTLr-, ►�oGl< al�K/ 1 , . II/131 © WHITE-DATERS 6 ASSOCIATES INC ���r/� �� =ate 1�[ "2t NVE:4 = N_.-1 ♦�� �,_ 1 t� a -_-. _ ._-i'G.L- ../[ i �' T- 1.� IrV I U- Its- HOT. Vert. �t.at Scale •unT. B, Dra..n B�: Chr.ied Be \ppr',�ed B, - Sheet d