Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
S-0057-QQ Map 3
STATE PLANE COORDINATES NORTHING EASTING 1 155332.9930 1221308.7428 2 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 1221 181.4421 8 156040.9520 1221762.7462 9 156010.4768 1221812.2982 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 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 1221704.02 67 21 155492.6275 1221573.1748 221 155547.2905 1221340.7053 23 155491.5889 1221370.6484 24 155445.6543 1221535.8449 25 155384.9 674 1221702.3836 26 155381.7685 1221819A 555 27 155542.6197 1222080.2566 28 155575.9 601 122209 5.9174 29 155618.2856 1222122.0059 TP1 ® FOU D 1/2" REBAR P.O.B. FOUND 1/2" REBAR (R/W DEDICATION) Ic 09 '09 'O6 Do 0516'48" _ t, CD N 24'01'41" W ' T 86.85' R 1085.14' L 173.32' LC 173.14' FOUND 1/2" REBAR TRACT ' F' RIVERDALE ADDITION 1� 25' SETBACK EXISTING COTTONDALE LANE R/W TO BE ABANDONED AND RETAINED AS UTILITY AND DRAINAGE EASEMENT. RIGHT OF WAY ABANDONMENT BY ORDINANCE NUMBER 17,851 I c 54' 33' 52' Do 22'55'06' CD S 7848'28" E T 128.94' R 250.00' L 238.08' LC 229.19' _2s BACk C9 TRACT G1 ±8.585 ACRES FOUND 1/2" REBAR FOUND 1/2" REBAR FOUND 1/2" REBAR PROPERTY DESCRIPTION -----Apart-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 are length of 173.32 feet and a chord bearing and distance of N 24'01'41" 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 5824'28"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. 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 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 76*4604" E, 238.81 feet; thence along a curve to the left having a radius of 220.00 feet, an arc length of 141.71 feet and a chord bearing and distance of S 69'58'42" E, 139.27 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 3S39'13" E, 82.71 feet; thence along a curve to the left having a radius of 25.00 feet an arc length of 36.20 1 1 feet and a chord bearing and distance of N 00'39 53" E, 33.12 feet to the Westerly Right of Way of Cottondafe Lane; thence S 40' 49'03" E, along said Westery Right of Way 111.32 i f feet an arc length of 44.09 feet and feet; thence along a curve to the left having a radius o 25.00 g \ 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 ^ \ 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 2HO.00 feet, and arc length of 324.53 feet and a chord bearing and distance of S 58'21'54" W, 30G.67 feet; thence N 8825'51" W. 116.82 feet; thence ��I 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"18'42" W, 177.25 feet; thence on a curve to the left having O^- a radius of 220.00 feet, an a,•= 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 .9 to the POINT OF BEGINNING, containing 1.302 Acres (56,704 sq.ft.) more or less. 40' UTILITY EASEMENT - AND SETBACK LINE \\\ PROPOSED COTTONDALE DRIVE FOUND 1/2" REBAR FOUND 1/2" REBAR V Ic 21'11'18" Do 22'55'06" CD N 3545'17" E RT246.76' F i C16 LC 91,93' ��� 4/11 Mom. Cj I 60' R.O.W.ib RIGHT OF WAY DEDICATION ' ' ^oa 'hji * I 51' THIS PLAT ry ' 10 cl I c 36' 54 19' '© f Do 22'55'06" Ic 66 '24 3 1 Do 22'55'06" CD S 69'S8'42°' E T 83.42' CD N 5871'54" ' t0 R 250.00' R 250.00' I. 161.03' L 289.76' C 1.2 I C 158.26 LC 273.81' 1, / c8 J( I 3�- _ C? 20' UTILITY EASEMCDK! i � r I TRACT G2 - ±2.053 N 88'25'51" 404.64' NUMBER.Delta Da CD T R L Chord C1 06'37'27" 05'16'48" N 25'17'30" W 62.80 1085.14 125.46 1125.39 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 :53*39'13" E 41.81 280.00 83.01 _ B2.71 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 f59'58'42" 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 t30'48'58" E 21.88 25.00 35.95 32.93 C11 104'35'01" 229'10'S9" S 30'18'44" W 34 32E52 25.00 45.63 39.56 C12 45'52'14" 26'02'37" N 74'27'39" W 220.00176.13 171.46C13 36*54'19" 20'27'46" N 139*58'42" W 280.00 180.35 177.25C14 66'24'31" 20'27'46" S 58'21'54" W 280.00 324.53 306.67C15 12'58'35" 26'02'37" S 31'38'56" W 220.00 49.83 49.72C16 101'02'44" 229'10'59" S 88'39'35" W 25.00 44.00 38.59 S 88'25'51" E 1 116.82' 5 8625'51" E 6 51' LEVEE EASEMENT TRACT A--1(R) RIVERDALE ADDITION BOOK A, PAGE #180 N 88'41'24" W FOUND 1/2" REBAR 356.61' P.O.B. (PROPERTY DESCRIPTION) TRACT A-2 RIVERDALE ADDITION BOOK A, PAGE #726 5E CORNER NW1/4. SWI/4, SECTION 33 T-2-N. R-12-W LO 3 TRACT 5B-14 RIVERDALE ADDITION �'® BOOK E, PAGE #249 w ce1.� w O C4 1 \I 77-771 i 15 LEGEND O SET 1/2" REBAR • FOUND MONUMENT FINAL PLA (PNTY OF L 2008008433 Received: 2i6/2008 9:49:34 AM Recorded: 02/06/2008 09:55:35 AM Filed & Recorded in Official Records of PAT O'BRIEN. PULASKI COUNTY CIRCUITICOUNTY CLERK Fees $15.00 -OUND 1/2" REBAR VICINITY MAP NOT TO SCALE "*TS G1 K, PUL 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.L.L c Alltel Communications, 4Rs•. One Allied Drive P.O. Box 2177 Little Rock, AR 72203-2177 Signed Date of Execution Source of Title: Instrument # 2007087778 CERTIFICATE OF SURVEYING ACCURACY I, Todd A. Shettles, 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 Regulation:, have been complied with r W/o e %��i//✓ // - Date of xecution Todd A. Shettles Registered Professional Land Surveyor No. 1527 Arkansas CERTIFICATE OF ENGINEERING ACCURACY I, Roy C. Andrews, 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 compli h. l-/�-0�F- Date of Execution Rg C. Andrews Registered Professional Engineer No. 12707 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. P nning Commission CERTIFICATE OF RECORDING Tl�is.document, number filed for record 2DDZL, in Plat Book , Page (Signed) \ DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE CALF 1" 60" TAS RMB APPROVED BY: TAS co O_ w cr 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: STATE PLANE COORDINATES N LU L� % La ell\\�7911S18 if N/,, asooeTdovoP \\ �� ....°°B°°��, ' ,� OF AUjy a° SSA E oFa c �Q ,p� o AR o Iw STATE OF ° ;°'' �;; 00 0 J b ;° ARKANSAS °o _ 'DEVELOPMENT '-.y, Q a s �i���1527 i/ ° CONSULCTANTS :4_ o RE T D o v LU ��o� woo a `� No.128 '�= c EER e w °°�6°°° $°°° S� . %, q ... ��\: 12707�c�ooa F •'1'4L 210 0 NSAS-EN�, !t oa 4, LA ,� ,,,fnlnl,n,1 o C AW10,1 F ''f f ll I11 1111 N 9,�� G2, RIVERDALE ADDITION s� :I COUNTY, ARKANSAS G:\07-171 \Planning\07171 FP.dwg 1-18-08 07-171