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HomeMy WebLinkAboutZ-6546 Map 4�Z i s SET AL. CAP PAGIS NO. 2019 D 1/2" REBAR STATE PLANE COORDINATES CD NORTHING EASTING 1 1 155332.9930 1221808.7428 2 1 155344.0737 1221404.2516 3 155457.4400 1221350.6837 4 155502.2106 1221333.7520 5 155563.3477 122131 1.9551 6 155845.1392 122121 1.4894 7 155928.6827 1221181.4421 S 156040.9520 1221762.7462 9 1 _ 156010.4768 122.1812.2982 101 156001.8437 1221830.0865 111 155954.5286 1221870.9530 121 155703.4314 1222087.8277 131 155619.1882 1222160.5892 141 155605.8348 1222172.1227 15 15532 4.835 7 122 2165.463 3 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 1 155492.627r, 1221573.1748 221 155547.2905 1221340.7053 231 155491.5889 1221370.6484 24 155445.6543 1221535.8449 251 155384,9674 1221702.3836 26 155381.7685 1221819.1555 27 155542.6197 1222080.2566 28 155575.9 601 1222095.9174 29 155618.2856 1222122.0059 �Z i s SET AL. CAP PAGIS NO. 2019 D 1/2" REBAR FOUND 1/2" REBAR TRACT 'F' RIVERDALE ADDITION I c 54' 33' 52' Do 2755'06" CD S 78'48'28" E T 128.94' R 250.00' L 238.08' LC 229.19' 25, \rBq�K C9 \ C 1,2 25' SETBACK RIGHT OF WAY ABANDONMENT INSTRUMENT NUMBER TRACT 'G1' ±8.585 ACRES FOUND 1/2" REBAR FOUND 1/2" REBAR / 1� 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, 354.07 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 58'24'28"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 Way 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, Fulaski 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 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 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, an 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 7646'04' 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, on 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, 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 of 25.00 feet, an arc length of 44.09 feet and a chord bearing and distance of S 88'39'35" W, 38.59 feet; thence on a curve to the left having a radius of 220.00 feet; an arc length of 49.83 feet and a chord bearing and distance of S 31'38'56" W, 49.72 feet; thence S 25'09'38" W, 36.84 feet; thence on a curve to the right having a radius of 280.00 feet, and arc length of 324.53 feet and a chord bearing and distance of S 58'21'54" W, 306.67 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 are length of 180.35 feet and a chord bearing and distance of N 69'58'42" W, 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 74'27'39" 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 Q ,O�%���/_ FOUND 1/2" REBAR 40' UTILITY EASEMENT AND SETBACK LINE \ PROPOSED COTTONDALE DRIVE 60' R.O.W. RIGHT OF WAY DEDICATION THIS PLAT I c 36' 54' 19' ' Ic 66 '24 '3 11 ' Da 22 55'06" Do 22055'06" CD S 69'58'42" E CD N 58'21'54" E T 83.42' T 163.62' R 250.00' R L 161.03' 250.00' Ic 21'11'18 Do 22'55'06" CD N 35'45'17" E T 46.76' R 250.00' L 92.45' LC 91.93' L 289.76 Nom. / LC 158.26' LC 273.81' G� / C -f 4 � r S 88'25' C 116J 0 20' UTILITY EASEMENT eF- N 88•%,i' © 116.1: TRACT '1132' - NOT BUILDABLE N 88.25'51 " W AAA ;As NUMBEF Delta P.O.B. FOUND 1/2" REBAR CD (R/W DEDICATION) T R L SET AL. CAP C1 PAGIS NO. 2020 05'16'48" IC 09 '09 '06 25'17'30" Do 05'16'48" 0 CD N 24'11'08" W 125.46 T 86.85' C2 R 1085.14' 05'16'48" L 173.32' 20'42'57" LC 173,14' 23.94 FOUND 1/2" REBAR TRACT 'F' RIVERDALE ADDITION I c 54' 33' 52' Do 2755'06" CD S 78'48'28" E T 128.94' R 250.00' L 238.08' LC 229.19' 25, \rBq�K C9 \ C 1,2 25' SETBACK RIGHT OF WAY ABANDONMENT INSTRUMENT NUMBER TRACT 'G1' ±8.585 ACRES FOUND 1/2" REBAR FOUND 1/2" REBAR / 1� 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, 354.07 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 58'24'28"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 Way 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, Fulaski 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 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 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, an 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 7646'04' 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, on 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, 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 of 25.00 feet, an arc length of 44.09 feet and a chord bearing and distance of S 88'39'35" W, 38.59 feet; thence on a curve to the left having a radius of 220.00 feet; an arc length of 49.83 feet and a chord bearing and distance of S 31'38'56" W, 49.72 feet; thence S 25'09'38" W, 36.84 feet; thence on a curve to the right having a radius of 280.00 feet, and arc length of 324.53 feet and a chord bearing and distance of S 58'21'54" W, 306.67 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 are length of 180.35 feet and a chord bearing and distance of N 69'58'42" W, 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 74'27'39" 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 Q ,O�%���/_ FOUND 1/2" REBAR 40' UTILITY EASEMENT AND SETBACK LINE \ PROPOSED COTTONDALE DRIVE 60' R.O.W. RIGHT OF WAY DEDICATION THIS PLAT I c 36' 54' 19' ' Ic 66 '24 '3 11 ' Da 22 55'06" Do 22055'06" CD S 69'58'42" E CD N 58'21'54" E T 83.42' T 163.62' R 250.00' R L 161.03' 250.00' Ic 21'11'18 Do 22'55'06" CD N 35'45'17" E T 46.76' R 250.00' L 92.45' LC 91.93' L 289.76 Nom. / LC 158.26' LC 273.81' G� / C -f 4 � r S 88'25' C 116J 0 20' UTILITY EASEMENT eF- N 88•%,i' © 116.1: TRACT '1132' - NOT BUILDABLE N 88.25'51 " W AAA ;As NUMBEF Delta Do CD SCALE T R L Chord C1 06'37'27" 05'16'48" N 25'17'30" 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 1 16'59'10" 20'27'46" N 33'39'13" E 41.81 280.00 83.01 82.71 C7 66'24'31 " 26'02'37" N 58'21'54" E 143.99 220.00 254.99 240.96 C8 36'54'19" 26'02'37" S 69'58'42" E 73.41 220.00 141.71 139.27 C9 50'29'04" 20'27'46" 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 1280.00 180.35 177.25 C14 66'24'31" 20'27'46" S 58'21'54" W 183.26 1280.00 324.53 306.67 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 Y �- -EASEMENT G1k , 20 U t1t t5Y`� ® 51' LEVEE EASEMENT N 88'41'24" W 11 ,,.,. ice e•, P.O.B. (PROPERTY DESCRIPTION) SE CORNER NWt 4, SW1/4, T -2-N, R 12-W LEGEND 0 SET 1/2" REBAR • FOUND MONUMENT FOUND 1/2" REBAR FOUND _ ..__.... VICINITY MAP CERTIFICATE OF OWNER 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 One Allied Drive P,O. Box 2177 Little Rock, AR 72203-2177 Signed: Date of Execution (Print Name) Source of Title: Instrument # CERTIFICATE OF SURVEYING ACCURACY I, Lee D. Kendrick, hereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Lee D. Kendrick Registered Professional Land Surveyor No. 1274 Arkansas 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. Date of Execution L.R. Planning Commission CERTIFICATE OF RECORDING This document, number filed for record 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. BASIS OF BEARINGS: PAGIS MONUMENT NUMBER 2019. Battu n u u,ii� •STATE OF •: a; ARKANSAS O : NO. 1274 O -r1 . U _ stn :�-3ILA1T01tE-�r��` `P • �p KE�� •' J: /moi 0 ••••...•• � �� Lq� LANA "111111111o0\0 60 30 0 60 120 SCALE FINAL PLAT OF TRACTS G1 & G2, RIVERDALE ADDITION CITY OF LITTLE ROCK, ARKANSAS DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO, RODNEY PARHAM RD, SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE In COPYRIGHT 1998 W SCALE Q 1"60' �yDRAWN BY LDK O CHECKED BY: a. RMB APPROVED BY: 0 LDK V DATE: 7/27/98 Q w V♦ � O Z(0 Q w J C0 Z O 3 ' ` N r � v lZ N /N4 V ' H � ad r; a co CX oa. W X 4-0 0 a m N C Z V O O Q oO w Z CZ in 19 %.092 00 a LU 4c Q occ �a J �0 W °C .,1 w o ' >� Z W oc m WI 97-157