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HomeMy WebLinkAboutZ-6546 Map 31 b i ® �FOU�ID 1/2" REBAR SEI AL. CAP \ \ PAGIS N0. 2019 C P.O.B. FOUND 1/2" REBAR (R/W DEDICATION) N �� SET AL. CAP PAGYS N0. 2020 Ic 09 '09 '06 ' Da 05'16'48" n CD N 2411'08" W T 86.85' R 1085.14' L 173.32' LC 173.14' FOUND 1/2" REBAR TRACT 'F' RIVERDALE ADDITION I c 54' 33' 52' Do 22'55'06' CD S 78'48'28" E T 128.94' R 250.00' L 238.08' LC 229.19' �2g \BgCK -� C9 \ 25' SETBACK RIGHT OF WAY ABANDONMENT INSTRUMENT NUMBER TRACT 'G1" ±8.58 ACRES FOUND 1/2" REBAR / FOUND 1/2" REBAR PROPERTY DESCRIPTION A part of the SW1/4 of Section 33, T -2-N, R -12-W, City of Little Rock, Pulaski County, Arkansas. Commencing at the SE Corner of the NW1/4 SW1/4 of said Section 33, thence N 01'40'21 E, 464.00 feet for the POINT OF BEGINNING; thence N 88'25'51" W, 404.64 feet to the Easterly Right of Way of Riverfront Drive; thence along the said Easterly Right of Way on a curve to the right having a radius of 1085.14 feet, an arc length of 173.32 feet and a chord bearing and distance of N 24'11'08" W, 173.14 feet; thence continue along said Easterly Right of Way N 19'37'21" W, 364.07 feet; thence continue along said Easterly Right of Way N 19'46'54' W, 88.78 feet; thence N 79'04'08" E, 592.05 feet to the Westerly Right of Way of Cottondale Lane; thence along said Westerly Right of Way on a curve to the left having a radius of 60.00 feet, an arc length of 60.73 feet and a chord bearing and distance of S 58724'28"E, 58.17 feet; thence continue along said Westerly Right of Way on a curve to the right having a radius of 25.00 feet, an arc length of 20.33 feet and a chord bearing and distance of S 64'06'42" E, 19.77 feet; thence continue along the Westerly Right of Way S 40'49'03" E, 62.52 feet; thence continue along the said Westerly Right of Wad S 40'49'03' E, 460.75 feet; thence S 01'21'27" W, 281.08 feet; thence N 88'41'24 W, 356.81 feet to the POINT OF BEGINNING, containing 11.939 Acres (520,066 sq.ft.) more or less. RIGHT OF WAY DEDICATION DESCRIPTION A part of the SW1/4 of Section 33, T -2-N, R -12-W, City of Little Rock, Pulaski County, Arkansas. Commencing from the SE Corner of the NW1/4 SW1/4 of said Section 33, thence N 01'40'21 E, 464.00 feet; thence N 8625'51" W, 404.64 feet to the Easterly Right of Way of Riverfront Drive; thence along the said Easterly Right of Way on a curve to the right having a Radius of 1085.14 feet, an arc length of 125.46 feet and a chord bearing and distance of N 25'17'30" W, 125.39 feet for the POINT OF BEGINNING; thence continue along said Easterly Right of Way on a curve to the right having a radius of 1085.14 feet, on arc length of 47.87 feet and a chord bearing and distance of N 20'42'57" W, 47.87 feet; thence continue along Easterly Right of Way N 19'37'21" W, 64.91 feet; thence along a curve to the left having a radius of 25.00 feet, an arc length 35.95 feet and a chord bearing and distance of S 60'48'58" E, 32.93 feet; thence along a curve to the right having a radius of 280.00 feet, an arc length of 246.71 feet and a chord bearing and distance of S 76'46'04" E, 238.81 feet; thence S 88'25'51" E, 116.82 feet; thence along a curve to the left having a radius of 220.00 feet, an arc length of 254.99 feet and a chord bearing and distance of N 58'21'54" E, 240.96 feet; thence N 25'09'38" E. 36.84 feet; thence along a curve to the right having a radius 280.00 feet, an arc length of 83.01 feet and a chord bearing and distance of N 33'39'13" E, 82.71 feet; thence along a curve to the left having a radius of 25.00 feet an arc length of 36.20 feet and a chord bearing and distance of N 00'39'53" E, O 33.12 feet to the Westerly Right of Way of Cottondale Lane; thence S 40'49'03" E, along said Westerly Right of Way 111.32 feet; thence along a curve to the left having a radius 10 of 25.00 feet, an arc length of 44.09 feet and a chord bearing and distance of S 8839'35" W, r 38.59 feet; thence on a curve to the left having a radius of 220.00 feet; an arc length of 6+ 49.83 feet and a chord bearing and distance of S 31'38'56" W, 49.72 feet; thence T2s FOUND 1/2' REBAR S 25'09'38" W, 36.84 feet; thence on a curve to the right having a radius of 280.00 feet, qo,2, and arc length of 324.53 feet and a chord bearing and distance of S 58'21'54" W, 306.67 O� feet; thence N 88'25'51" W. 116.82 feet; thence on a curve to the right having a radius of 280.00 feet, an arc length of 180.35 feet and a chord bearing and distance of N 69'58'42" W, F11 177.25 feet; thence on a curve to the left having a radius of 220.00 feet, an arc length of 176.13 feet and chord bearing and distance of N 7427'39" W, 171.46 feet; thence on a curve to the left having a radius of 25.00 feet, an arc length of 45.63 feet and a chord bearing and distance of S 30'18'44' W, 39.56 feet to the POINT OF BEGINNING, containing 1.302 Acres (56,704 sq.ft.) more or less. s \ \ �'ra �19, 01 \ �OO"VO 9<" FOUND 1/2" REBAR 40' UTILITY EASEMENT `Q_d \ AND SETBACK LINE 1\ U \ PROPOSED ALLTEL DRIVE FOUND 1/2" REBAR Ic 21'1118" 16 � Do 22'55'06" I" CD N 35'45'17" E , T 46.76'V� 9 1©� R 250.00' L 92.45' '�� C16 � LC 91.93' �e 17 60 R.O.W. IV o��" / RIGHT OF WAY DEDICATION 1$ THIS PLAT M(a ' 7 I c 36' 54' 19' Do 22'55'06" Ic 66'24'31' ' Da 22'55'06" CD S 69'58'42" E 2g.� T 83.42' CD N 58'21'54" E R 250.00' T 163.62' L 161.03' R 250.00' C f LC 158.26' L 289.76' 2 LC 273.81' G � I Cg ®(19 S 88'25'51 E 116.82' 4 � -------- S 88'25'51 E __- C 0 2e0' U t _=TY EASEMENT N 8B'25 ®� 116.62' TRACT "11132' - NOT BUILDABLE N 88'25'51" W 404.64' NUMBER STATE PLANE COORDINATES CD NORTHING EASTING 1 155332.9930 1221808.7428 2 155344.0737 1221404.2516 3 155457.4400 1221350.6837 4 155502.2106 1221333.7520 5 155563.3477 1221311.9551 6 155845.1392 1221211.4894 7 1559 28.6827 12 21 181.4421 8 156040.9520 1221762.7462 9 156010.4768 1221812.2982 10 156001.8437 1221830.0865 11 155954.5286 1221870.9530 12 155703.4314 1222087.8277 13 155619.1882 1222160.5892 14 155605.8348 1222172.1227 15 155324.8357 1222165.4633 16 155670.3143 1222087.4435 17 155601.4695 1222041.6102 18 155568.1291 1222025.9494 19 155441.7460 1221820.7986 20 155444.9449 1221704.0267 21 155492.6275 1221573.1748 22 155547.2905 1221340.7053 23 155491.5889 1221370.6484 24 155445.6543 1221535.8449 25 155384.9 674 1221702.3836 26 155381.7685 1221819.1555 27 155542.6197 1222080.2566 28 155575.9 6011222095.9174 C9 29 155618.2856 1 1222122.0059 ® �FOU�ID 1/2" REBAR SEI AL. CAP \ \ PAGIS N0. 2019 C P.O.B. FOUND 1/2" REBAR (R/W DEDICATION) N �� SET AL. CAP PAGYS N0. 2020 Ic 09 '09 '06 ' Da 05'16'48" n CD N 2411'08" W T 86.85' R 1085.14' L 173.32' LC 173.14' FOUND 1/2" REBAR TRACT 'F' RIVERDALE ADDITION I c 54' 33' 52' Do 22'55'06' CD S 78'48'28" E T 128.94' R 250.00' L 238.08' LC 229.19' �2g \BgCK -� C9 \ 25' SETBACK RIGHT OF WAY ABANDONMENT INSTRUMENT NUMBER TRACT 'G1" ±8.58 ACRES FOUND 1/2" REBAR / FOUND 1/2" REBAR PROPERTY DESCRIPTION A part of the SW1/4 of Section 33, T -2-N, R -12-W, City of Little Rock, Pulaski County, Arkansas. Commencing at the SE Corner of the NW1/4 SW1/4 of said Section 33, thence N 01'40'21 E, 464.00 feet for the POINT OF BEGINNING; thence N 88'25'51" W, 404.64 feet to the Easterly Right of Way of Riverfront Drive; thence along the said Easterly Right of Way on a curve to the right having a radius of 1085.14 feet, an arc length of 173.32 feet and a chord bearing and distance of N 24'11'08" W, 173.14 feet; thence continue along said Easterly Right of Way N 19'37'21" W, 364.07 feet; thence continue along said Easterly Right of Way N 19'46'54' W, 88.78 feet; thence N 79'04'08" E, 592.05 feet to the Westerly Right of Way of Cottondale Lane; thence along said Westerly Right of Way on a curve to the left having a radius of 60.00 feet, an arc length of 60.73 feet and a chord bearing and distance of S 58724'28"E, 58.17 feet; thence continue along said Westerly Right of Way on a curve to the right having a radius of 25.00 feet, an arc length of 20.33 feet and a chord bearing and distance of S 64'06'42" E, 19.77 feet; thence continue along the Westerly Right of Way S 40'49'03" E, 62.52 feet; thence continue along the said Westerly Right of Wad S 40'49'03' E, 460.75 feet; thence S 01'21'27" W, 281.08 feet; thence N 88'41'24 W, 356.81 feet to the POINT OF BEGINNING, containing 11.939 Acres (520,066 sq.ft.) more or less. RIGHT OF WAY DEDICATION DESCRIPTION A part of the SW1/4 of Section 33, T -2-N, R -12-W, City of Little Rock, Pulaski County, Arkansas. Commencing from the SE Corner of the NW1/4 SW1/4 of said Section 33, thence N 01'40'21 E, 464.00 feet; thence N 8625'51" W, 404.64 feet to the Easterly Right of Way of Riverfront Drive; thence along the said Easterly Right of Way on a curve to the right having a Radius of 1085.14 feet, an arc length of 125.46 feet and a chord bearing and distance of N 25'17'30" W, 125.39 feet for the POINT OF BEGINNING; thence continue along said Easterly Right of Way on a curve to the right having a radius of 1085.14 feet, on arc length of 47.87 feet and a chord bearing and distance of N 20'42'57" W, 47.87 feet; thence continue along Easterly Right of Way N 19'37'21" W, 64.91 feet; thence along a curve to the left having a radius of 25.00 feet, an arc length 35.95 feet and a chord bearing and distance of S 60'48'58" E, 32.93 feet; thence along a curve to the right having a radius of 280.00 feet, an arc length of 246.71 feet and a chord bearing and distance of S 76'46'04" E, 238.81 feet; thence S 88'25'51" E, 116.82 feet; thence along a curve to the left having a radius of 220.00 feet, an arc length of 254.99 feet and a chord bearing and distance of N 58'21'54" E, 240.96 feet; thence N 25'09'38" E. 36.84 feet; thence along a curve to the right having a radius 280.00 feet, an arc length of 83.01 feet and a chord bearing and distance of N 33'39'13" E, 82.71 feet; thence along a curve to the left having a radius of 25.00 feet an arc length of 36.20 feet and a chord bearing and distance of N 00'39'53" E, O 33.12 feet to the Westerly Right of Way of Cottondale Lane; thence S 40'49'03" E, along said Westerly Right of Way 111.32 feet; thence along a curve to the left having a radius 10 of 25.00 feet, an arc length of 44.09 feet and a chord bearing and distance of S 8839'35" W, r 38.59 feet; thence on a curve to the left having a radius of 220.00 feet; an arc length of 6+ 49.83 feet and a chord bearing and distance of S 31'38'56" W, 49.72 feet; thence T2s FOUND 1/2' REBAR S 25'09'38" W, 36.84 feet; thence on a curve to the right having a radius of 280.00 feet, qo,2, and arc length of 324.53 feet and a chord bearing and distance of S 58'21'54" W, 306.67 O� feet; thence N 88'25'51" W. 116.82 feet; thence on a curve to the right having a radius of 280.00 feet, an arc length of 180.35 feet and a chord bearing and distance of N 69'58'42" W, F11 177.25 feet; thence on a curve to the left having a radius of 220.00 feet, an arc length of 176.13 feet and chord bearing and distance of N 7427'39" W, 171.46 feet; thence on a curve to the left having a radius of 25.00 feet, an arc length of 45.63 feet and a chord bearing and distance of S 30'18'44' W, 39.56 feet to the POINT OF BEGINNING, containing 1.302 Acres (56,704 sq.ft.) more or less. s \ \ �'ra �19, 01 \ �OO"VO 9<" FOUND 1/2" REBAR 40' UTILITY EASEMENT `Q_d \ AND SETBACK LINE 1\ U \ PROPOSED ALLTEL DRIVE FOUND 1/2" REBAR Ic 21'1118" 16 � Do 22'55'06" I" CD N 35'45'17" E , T 46.76'V� 9 1©� R 250.00' L 92.45' '�� C16 � LC 91.93' �e 17 60 R.O.W. IV o��" / RIGHT OF WAY DEDICATION 1$ THIS PLAT M(a ' 7 I c 36' 54' 19' Do 22'55'06" Ic 66'24'31' ' Da 22'55'06" CD S 69'58'42" E 2g.� T 83.42' CD N 58'21'54" E R 250.00' T 163.62' L 161.03' R 250.00' C f LC 158.26' L 289.76' 2 LC 273.81' G � I Cg ®(19 S 88'25'51 E 116.82' 4 � -------- S 88'25'51 E __- C 0 2e0' U t _=TY EASEMENT N 8B'25 ®� 116.62' TRACT "11132' - NOT BUILDABLE N 88'25'51" W 404.64' NUMBER Delta Do CD T ' R L Chord C1 06'37'27" 05°16'48" N 2517'30" W 62.80 1085.14 125.46 125.39 C2 02'31'39" 05'16'48" N 20.42'57" W 23.94 1085.14 47.87 47.87 C3 57'59'45" 95'29'35" S 58°24'28" E 33.26 60.00 60.73 58.17 C4 46'35'18" 229'10'59" S 64'06'42" E 10.76 25.00 20.33 19.77 C5 82'57'51" 229'10'59" N 00°39'53" E 22.10 25.00 36.20 33.12 C6 16'59'10" 20'27'46" N 33'39'13" E 41.81 280.00 83.01 82.71 C7 66'24'31" 26'09_'37" N 58°21'54" E 143.99 220.00 254.99 240.96 C8 36'54'19" 26'C2'37" S 69'58'42" E 73.41 220.00 141.71 139.27 C9 50'29'04" 20'2.7'46" S 76'46'04" E 132.01 280.00 246.71 238.81 C10 82'23'15" 229'10'59" S 60'48'58" E 21.88 25.00 35.95 32.93 C11 104'35'01" 229°10'59" S 30'18'44" W 32.34 25.00 45.63 39.56 C12 45'52'14" 26'02'37" N 74°27'39" W 93.09 220.00 176.13 171.46 C13 36'54'19" 20.27'46" N 69'58'42" W 93.43 280.00 180.35 177.25 C14 66'24'31" 20'27'46" S 58'21'54" W 183.26 280.00 324.53 306.67 C15 12'58'35" 26'02'37" S 31'38'56" W 25.02 220.00 49.83 49.72 C16 101'02'44" 229"10'59" S 88°39'35" W 30.35 25.00 44.09 38.59 TRACT A -1(R) RIVERDALE ADDITION go 20 u-3 EE EASIEAENT T zz N 88'41'24" W FOUND 1/2" REBAR 356.81' P.O.B. (PROPERTY DESCRIPTION) -SE CORNER NW1/4, SW1/4, SECTION 33 T -2-N, R -12-W 51, LEGEND O SET 1/2" REBAR • FOUND MONUMENT FOUND 1/2" REBAR Signed: V Date of Execution (Print Name) Source of Title: Instrument # Q COPYRIGHT W 1998 CERTIFICATE OF SURVEYING ACCURACY SCALE I, Lee D. Kendrick, hereby certify that 1" = 60� this plat correctly represents a boundary survey made RAWN BY or verified by me, all monuments required actually exist QC LDK an correctly shown hereon and that all surveying requirements of the Little Rack Subdivision Rules and o CHECKED BY Regulations have been complied with. RMB APPROVED BY; Date of Execution Lee D. Kendrick LDK Registered Professional DATE Land Surveyor No. 1274 7/27/98 Arkansas Z s CERTIFICATE OF ENGINEERING ACCURACY I, Mark E. Rickett, hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Mark E. Rickett Registered Professional Engineer No. 9116 Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. '""".• _ This certificate is hereby executed under the authority of said rules and regulations. VICINITY MAP Date of Execution L.R. Planning Commission CERTIFICATE OF RECORDING This document, number filed for record 1C) in Plat Book , Page (Signed) Clerk FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0008 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. M BASIS OF BEARINGS: PAGIS MONUMENT NUMBER 2019. DEVELOPMENT 3 CONSULTANTS CERTIFICATE OF OWNER INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. Alltel Corporation T 1 ENGLANDRING SURVEYINGNG LANDSCAPE ARCHITECTURE One Allied Drive P.O. Box 2177 Little Rock, AR 72203-2177 NZ • ARKANSAS •UU :��: Signed: V Date of Execution (Print Name) Source of Title: Instrument # Q COPYRIGHT W 1998 CERTIFICATE OF SURVEYING ACCURACY SCALE I, Lee D. Kendrick, hereby certify that 1" = 60� this plat correctly represents a boundary survey made RAWN BY or verified by me, all monuments required actually exist QC LDK an correctly shown hereon and that all surveying requirements of the Little Rack Subdivision Rules and o CHECKED BY Regulations have been complied with. RMB APPROVED BY; Date of Execution Lee D. Kendrick LDK Registered Professional DATE Land Surveyor No. 1274 7/27/98 Arkansas Z s CERTIFICATE OF ENGINEERING ACCURACY I, Mark E. Rickett, hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Mark E. Rickett Registered Professional Engineer No. 9116 Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. '""".• _ This certificate is hereby executed under the authority of said rules and regulations. VICINITY MAP Date of Execution L.R. Planning Commission CERTIFICATE OF RECORDING This document, number filed for record 1C) in Plat Book , Page (Signed) Clerk FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0008 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. M BASIS OF BEARINGS: PAGIS MONUMENT NUMBER 2019. 'z 3 W N T 1 O \�Il111111111 N��q G\ ST ERF ., , NZ • ARKANSAS •UU :��: _ �7 N0. 1274 : O E _ _n : � = W N 1 KENOS Jam. 06 C u10, r M� C x 60 30 0 60 120 SCALE FINAL PLAT OF TRACTS G1 & G2, RIVERDALE ADDITION CITY OF LITTLE ROCK, ARKANSAS 97-157 3 N T 1 NZ N 1 H N 06 C u10, r M� C x a` V N 0) C Z Ci00 O Da o„ IL Q O W Q o oc Q �C U d +. t0 m ®� a� LU 44 O >F Z0� Ir M F- H LU LU LU 97-157