Loading...
HomeMy WebLinkAboutS-0057-QQ Map 4STATE PLANE COORDINATES NORTHING EASTING 155332.9930 1221808.7428 r34 155344.0737 1221404.2516 155457.4400 1221350.6837 155502.2106 1221333.7520 155563.3477 1221311.9551 6 155845.1392 1221211.4894 7 1559 28.6827 1221 181.4421 8 156040.9520 1221762.7462 9 156010.4768 1 22181 2.2982 10 156001.8437 1221830.0865 11 155954.5286 1221870.9530 12 155703.4314 122 2087.8277 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 1222025.9 49 4 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 155384.9674 1221702.3836 26 155381.7685 1221819.1555 27 155542 - 6197 1222080.2566 28 155575.9 601 1222095.9174 29 155618.2856 1222122.0059 1/2" REBAR © FOU D 1/2" REBAR 0 P.O.B. FOUND 1/2" REBAR (R/W DEDICATION) co TRACT ' F' RIVERDALE ADDITION VW f�E' a p¢'08 25' SETBACK f f EXISTING COTTONDALE LANE R/W TO BE ABANDONED AND RETAINED AS UTILITY AND DRAINAGE EASEMENT. RIGHT OF WAY ABANDONMENT BY ORDINANCE NUMBER 17,851 Ic 09 '09 '06 ' ' - Do 05'16'48" o CD N 24'01'41 " W ' - T 86.85' R 1085.14' L 173.32' LC 173.14' FOUND 1/2" REBAR 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' \BAOK C9 TRACT G1 ±8.585 ACRES 0 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 24'01'41" 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 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, 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 are 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 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 a+ \ �').to FOUND 1/2" REBAR S 88'2551 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'S4" E, 240.96 feet; thence N 25'09'38' E, 36.84 feet; thence to the having \ along a curve right a radius 0 280.00 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 F11 feet and a chord bearing and distance of N 00'3953" 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 s the right having a radius of 280.00 feet, and arc length of 324.53 feet and a chord bearing and Q distance of S 58'21'54" W, 306.67 feet; thence N 88'25'51" W. 116.82 feet; thence 280.00 feet, length 180.35 feet X \ � \ on a curve to the right having a radius of an arc of and a chord bearing and distance of N 69'58'42" W, 177.25 feet; thence on a curve to the left having O - \�`• o/fi 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, 61 F O� ro .9 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. OLfi FOUND 1/2" REBAR A 40' UTILITY EASEMENT \ \��s• \ AND SETBACK LINE FOUND 1/2" REBAR Ic 218 Do 2T Da 22'55'O6" CD N 3545'17'* E T 46.76' R 250.00' U 02 F ; C16 PROPOSED COTTONDALE DRIVE LC 91.93' �� t7CO # y1 14 60 R.O.W. Q1; f \ RIGHT OF WAY DEDICATIONAj ®� "' o�'� ^�'• + THIS PLAT �'�� / 2 �? I I c 36' 54' 19" Ic 66 *24 '3 1 Do 2255'06" 22'S5'O6" p j{ CD S 69'58'42" E CD N Da 22' 54" E j` 0 R 250.00' T 163.62' ! r R 250.00' 3 TRACT 56-Z L 289.76' Cf2� ` LC1158.26 LC 273.81' c� ✓ f N - RIVERDALE ADDITION % BOOK E, PAGE #249 i L'8 ® I j iC CV•W 19 f u-r N a c 20 UTILITY EA'_3E1a [',; 41 TRACT G2 - ±2.053 N 88.25-51 " 1 ---464.64'- 0 NUMBER Delta Do CD T R L Chord C1 06'37'27" 05"6'48" 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 16'59'10" 20'27'46" N 33*39'13" E 41.81 280.00 183.01 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 104'3501" 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 1180.35 177.25 C14 66'24'31" '20'27'46" S 58'21'54" W 183.26 280.00 324.53 306.67 C15 12'58'35" 2602'37" S 31'38'56" W 25.02 220.00 49.83 49.72 C16 101*02144" 229'10'59" S 88'39'35" W 30.35 25.00 44.09 38.59 S 88'25 51 E ✓h -�A 30T p . 1 rv1 8825 N .51" W �' ®�_ _ 116.82 6 -'r 51' ry I N 88'41'24" W FOUND 1/2" REBAR 356.81' 15 TRACT A-1(R) RIVERDALE ADDITION BOOK A, PAGE #180 �f NN T g� 00 zz P.O.6. (PROPERTY DESCRIPTION) TRACT A-2 RIVERDALE ADDITION BOOK A, PAGE #726 LEGEND Q SET 1/2" REBAR • FOUND MONUMENT A 'OUND 1/2" REBAR VICINITY MAP NOT TO SCALE 9J, 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 Communications, Inc. One Allied Drive P.O. Box 2177 Little Rock, AR 72203-2177 Signed: Date of Execution (Print Name) 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 Regulations have been complied with. Date of Execution 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 complied with. Date of Execution Roy 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. Planning Commission CERTIFICATE OF RECORDING This document, number filed for record 20-, 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: STATE PLANE COORDINATES ��11111111/ll// rjISTER'i nlnlnl,n,, v°pOATE6'� , . ° o ,° °, c ° s o0 ° °°° P a e ° STATE OF ° o ,Pj a0 AR AS b o° ARKANSAS °o DEVELOPMENT'=�' G * * e ;r o No. 1527 g p = _� CONSNLCTANTS �_ C REGISTERED = a o S = =w €o; o PROFESSIONAL 77 0 oo A� wo `� -; No.128 °� c ENGINEER 11 l�°°°A. SA°°°0'S� %�rq �� /vJ No. 12707 00 4L 4� Y � q„�InlinNtV� o C OS��C.°° I " OfIIIII IlA1W\`\\\ �.00c AN p4° 60 30 0 60 120 SCALE W li O W DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD SUITE 220 LITTLE ROCK, ARKANSAS 7221, ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE COPYRIGHT 2007 CALE 1 " = 60' RAWN BY TAS RMB APPROVED BY TAS 12-10-07 3 N cc tV Z N ~ a th a. 0 R cy 16 °a U) v 0:1i- c V o e O co ~ ^ R Q 0z GQ �-NQ O acc LU Q o � -the aV JAam. Ii a a r 10�_ �0 a •- �1% Jaw G Z = f LI.mC, 07-171 SE CORNER NW11/4. W1/4, FINAL PLAT OF TRACTS G1 & G2, RIVERDALE ADDITION T-2- NN, R-12-W FP -2- CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS G:\07-171 \Survey\07171 FP.dwg