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Home My WebLink AboutZ-6318 Map 6�r 0) Delta 81'43'59"-'%"\ T 43.26' j R 50.00' L 71.33' N 48'18'37" W 65.43' Chord N 07'25'07" W 108.23' Delta 05' 16'04" T 41.17' R 894.93' L 82.28' S 86'32'23" E .82.25' Chord FOUND 1/2' REBARS ,7.69' LO ao , M ' KIRK ROAD z 60' R/W DEDICATION 1.436 Acres t ,' Delta 20'47'31" T 125.89' i R 686.21' L 249.02' !, N 1 1'5841 " E ; j 247.65' Chord N 89'35'49" W 64.56' P.O.B. (Kirk Road R/W Dedication) 1 Delta 14'32'25" T 114.17' R 894.93' L 227.11' S 81'24'40" E 226.50'(meas.) Delta 84'54'30" T 45.74' S 53'09'42" W R 50.00' 67.50' Chord L 74.10' S 15'38'24" W 89.70' FOUND 1/2" REBAR Delta 20'47'32" T 136.90' R 746.20' L 270.79' N 12801'51" E 269.31'(meas.) NW1/4 NE1/4 Section 1 0.09 Acres t N 2,735'12" E 99.26'(meas.) REW FOUND 1/2' REBAR SE CORNER NW1/4 NE1/4 SECTION 1 T -1-N, R -14-W IFOUND 1/2' RFBAR N 89'35'49" W 54.05'(meas.) N 16'17'09" E 29.99'(meas.) FOUND 1/2' REBAR r, FOUND 1/2" REBAR N 16017'09 E N 16&17'09" E 20.00' 9.99' NW1/4 NE1/4 Section 1 24.24 Acres f S 74'0¢ CHS �' V ,4jW WAY( 04„ E 'gR�fs� 89'39'18'_ W 1313.96'(meas.)- - L; Basis of Bearing Kirk Road Right of Way Dedication Description Part of the NE 1/4 NE 1/4 and NW 1/4 NE 1/4, Section 1, T -1-N, R -14-W, Pulaski County, Arkansas more particularly described as follows: Commencing at the Southeast Corner of said NW 1/4 NE 1/4; thence N 89°35'49 W along the South line of said NW 1/4 NE 1/4, 54.05 feet for the POINT OF BEGINNING; thence N 89°35'49" W, 64.56 feet; thence N 22°35'12" E, 123.52 feet; thence on a curve to the left having a Radius of 686.21 feet, an Are Length of 249.02 feet and a Chord that bears N 11658'41" E, 247.65 feet; thence N 01`38'55" E, along a line which is 30.00 feet West and Parallel with the East line of said NW 1/4 NE 1/4, 440.54 feet; thence N 07`25'07" W, 108.23 feet; thence on a curve to the left having a Radius of 50.00 feet, an Arc Length of 71.33 feet and a Chord that bears N 48018'37" W, 65.43 feet to the South Right of Way of Chenal Parkway; thence along the South Right of Way of Chenal Parkway S 89'09'22" E, 119.47 feet; thence continuing along the South Right of Way of Chenal Parkway on a curve to the right having a radius of 894.93 feet, an Arc Length of 82,28 feet and a Chord that bears S 86°32'23" E, 82.25 feet; thence on a curve to the left having a Radius of 50.00 feet, an Arc Length of 74,10 feet and a Chord that bears S 53"09'42" W. 67.50 feet; thence S 15°38'24" W. 89.70 feet; thence S 01°38'55" W, along a line which is 30.00 feet East and Parallel with the West line of said NE 1/4 NE 1/4, 459.54 feet; thence on a curve to the right having a radius of 746.20 feet, an Arc Length of 270.79 feet and a Chord that bears S 12°01'51" W. 269.31 feet; thence thence S 22`35'12" W, 99.26 feet to the POINT OF BEGINNING, containing 1.436 Acres (62,562 sq.ft.) more or less. CHENAL PARKWAY 20' R/W DEDICATION 0.439 Acres t 898,80 I►Qas � Delta 52'04'23" - T 24.43' R 50.00' L 45.44' N 47'58'05" W 43.89' Chord FOUND 1/2" REBAR NE CORNER NE1/4 NE1/4 SECTION 1 T -1-N, R -14-W I �i Et lq@g M f„j c �r, i 3 .I C-4 i. (n i 1/2' REBAR BOUNDARY DESCRIPTION Part of the W1/2 NW1/4 NW1/4, Section 6, T -1-N, R -13-W and part of the NE1/4 NE1/4 and NW1/4 NE1/4, Section 1, T -1-N, R -14-W, Pulaski County, Arkansas more particularly described as follows: BEGINNING at the Southeast Corner of the said NE 1/4, NE- 1/4, of said Section 1; thence N 89'39'18" W, alon the South line of NE 1/4 NE 1/4, 1313,96 feet to the Southeast Corner of the NW 1�4 NE 1/4, of said Section 1; thence N 89`359" W, along the South line of said NW 1/4 NE 1/4 54.05 feet; thence N 22'35'12" E, 99.26 feet; thence on a curve to the left having a Radius of 746.20 feet, an Arc Length of 270.79 feet and a Chord that bears N 12'01'51" E, 269.31 feet; thence N 01'38'55" E, 591.26 feet to the South Right of Way of Chenal Parkway; thence along the South Right of Way of Chenal Parkway on a curve to the right having a Radius of 894.93 feet, an Arc Length of 227.11 feet and a Chord that bears S 81'24'40" E. 226.50 feet; thence continuing along the South Right of Way of Chenal Parkway S 74'07'46" E, 238.34 feet; thence continuing along the South Right of Way of Chenal Parkway N 16'17'09" E, 29.99 feet; thence continuing along the South Right of Way of Chenal Parkway S 74'04'04" E, 898.80 feet to the West Right of Way Kanis Road; thence along the West Right of Way of Kanis Road S 13'25139" E, 420.79 feet; thence N 87'00'11" W, 161.93 feet to the East line of said NE1/4, NE1/4; thence S 01'15'27" W, along said East line of NE1/4, NE1/4 236.64 feet to the POINT OF BEGINNING, containing 25.304 Acres (1,102233 sq.ft.) more or less. to P.O.B. (Chenal Parkway - Kanis Road R/W Dedication) N 21'56'11" W v; 91.40' W1/2 NW1/4 Nw1/4 Section 6 1 - rn 0.98 Acres t Qa a P- A- 4 t FOUND 3/8" REBAR' CERTIFICATION ---To-,J-OE D. WHISENHUNI and MARGARET H. WHISENHUNT, husband and wife, SHACKLEFORD REBAR FOUND 1/2" FAMIL PARTi'•LERSHIP, an Arkansas limited partnership, THE KROGER CO., an Ohio N 87'00'11" W, `,� corporation, KROGER LIMITED PARTNERSHIP I, an Ohio Limited partnership, BEACH ABSTRACT 5.34 NORTH OF SET 1/2" REBAR F( SET 1/2 REBAR 50 3 a r, .N J . oto N N t r P.O.B. (Boundary Description) -- - - - FOUND 1/2" REBAR SE CORNER NE1/4 NE1/4 SECTION 1 T -1-N, R -14-W Chenal Parkway & Kanis Road Right of Way Dedication Description 1 - CRIMP TOP EAST OF SET REBAR Part of the W 1/2 NW 1/4 NW 1/4, Section 6, T -1-N, R -13-W and part of the NE 1/4 NE 1/4, Section 1, T -1-N, R -14-W, Pulaski County, Arkansas more particularly described as follows: Commencing at the Southeast Corner of said NE 1/4 NE 1/4; thence N 01°15'27" E, along the East line of said NE1/4 NE1/4, 236.64 feet; thence S 87°00'11" E, 161.93 feet to the West Right of Way of Kanis Road; thence along the West Right of Way of Kanis Road N 13°25'39" W, 292.90 feet for the POINT OF BEGINNING; thence N 2105611" W, 91.40 feet; thence on a curve to the left having a Radius of 50.00 feet, an Arc Length of 45.44 feet and a Chord that bears N 47'58'05" W, 43.89 feet; thence N 74004'04" W, 866.10 feet to the South Right of Way of Chenal Parkway; thence N 16017'09" E, along said Right of Way 20.00 feet; thence continuing along said Right of Way S 74004'04" E, 898.80 feet to the West Right of Way of Kanis Road; thence along said West Right of Way S 13025'39" E, 127.89 feet to the POINT OF BEGINNING, containing 0.439 Acres (19,113 sq.ft.) more or less. & GUARANTY COMPANY, an Arkansas corporation, METROPOLITAN NATIONAL BANK, a national banking organization, whose address is: 111 Center Street. i ittle Rnck AR 799ni I, Lee D. Kendrick certify that ALTA, Urban Class Boundary Survey precision requirements were met on the Property shown hereon by a D.C.I. Field Crew under my supervision and this drawing is an occurate portrayal of the Survey results. All pins set in accordance with existing found monuments in the area. Rights of Way and Easements are as shown. Additional Easements and Rights of Ways, recorded or not a part of the public record, may or may not exist. These easements, if present, were not part of the documentation uncovered to prepare this Survey. S �99s Lee D. Kendrick Date Arkansas Registered Professional Land Surveyor No. 1274 The Property shown hereon is in the designated 100 Year Flood Plain according to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas Zone X, Community Panel Number 050181 0005 E. Map Revised: November 3, 1993. NOTE: Ground Elev,3tions along the South line of the property shown hereon have been filled to above the Flood Plane Elevation as stated on Flood Map mentioned above. Basis of Bearings is the South line as per Survey by Joe D. White PLS No. 534, Dated May 30, 1996. \ .��G STEREO / OFlt .- 200 100 0 1 GRAPHIC SCALE 1" = 100 500 -01N -13W-0-06-440-60-1274 500 -01N -14W-0-01-110-60-1274 500 -01N -14W-0-01-140-60-1274 2 DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE Q COPYRIGHT W 1998 SCALE Q 1„_100' 0 z Z kyrDRAWN BY ii LDK/TAS OCHECKED BY: 00 LDK APPROVED BY LDK V DATE 3/05/98 Z C o_ 111111111 98-115 c 0 V a; U N 0) rn b C 0 0 z Z 0 L Q > w o: C o_ 111111111 W A- :v 4)(n N V) (04 Z LU O TooZ � V z�Y T L �3a Z Z c cv NSU 3�Y Lu rn d Z to Lu y Z v 0 4) loom -1 IL .. m } o Z a s Uj W z (1) W z > `° o I= Ca Ca VQ �. CAU 0 }3• J Cc" W o°`� W 01 OW =?z W �� p�� 0 wi Y J W e r 98-115