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HomeMy WebLinkAboutS-1177 Map 5PROPERTY DESCRIPTION (TOTAL BOUNDARY) RIGHT-OF-WAY DEDICATION DESCRIPTION - CHENAL A part of the South 1/2 of the North 1/2 of the Northeast 1/4 of the Southwest 1/4 A part of the South 1/2 of the North 1/2 of the Northeast 1.4 of the Southwest 1/4 of Section 4, T-1-N, R-13-W, and a part of Lots 20, 21, and 27 Montclair Heights of Section 4, T-1-N, R-13-W, and a part of Lots 20, 21, and 27 Montclair Heights Subdivision (Part II) all in the City of Little Rock, Pulaski County, Arkansas being Subdivision (Part Ill all in the City of Little Rock, Pulaski County, Arkansas more particularly described as follows: » N 89 23 22 W being more particularly described as follows: Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4 20.00 ' Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4 of said of said Section 4 thence S 00°36'55" E, 19.63 feet; thence N 89'23'22" W, 20.00feet; thence S 00033'07" E, 325.36 feet; thence N 89023'37" W, 14.19 feet; thence Section 4; thence S 00036'55" E 19.63 feet; thence N 89°23'22" W, 20.00 feet; thence S 00°33'07" E, 322.88 feet; thence N 89020'07" W, 184.03 feet; thence continue S 00"33'07" E, 325.36 feet; thence N 89'23'37" W, 14,19 feet for the POINT OF BEGINNING; N 89°20'07" W, 134.67 feet; thence S 00021'31" E, 207.72 feet for the POINT OF , „ thence S 00°33'07" E, 322.88 feet; thence N 89020'07" W, 318.70 feet; thence S 00021,31" E, BEGINNING; thence on a curve to the left having a radius of 1165,92 feet and a arc S 00'33 07 E 207.72 feet; thence along a curve to the right having a radius of 1165.92 Peer, an arc length of length of 5,50 feet with a chord bearing and distance of S 47003'24" E, 5.50 feet; 5,50 feet and a bearingand distance of S 47°03'24" E, 5,50 feet; thence S 00"21'31" E, 13,08 thence o 0 curve o 1 e l feet to the Northerly Rigght-of-Way n Chenal Parkwayy 325.36' thence on a curve to the left having a radius of 1155.92 feet, an Arc Length of 34.12 feet to the Northerly Right -of -Way of Chenal Parkway; thence along the Northerly Right -of -Way feet with a bearing and distance of N 47029'20" W, 34.11 feet; thence along a curve of Chenal Parkway on a curve to the left having a radius of 1155.92 feet, an arc length of 34.12 to the left having a radius of 1155,92 feet and an arc length of 330,74 feet and a feet and a bearing and distance of N 47°29'20" W, 34.11 feet; thence continue along the Northerly bearing and distance of N 56°23'22" W, 329.61 feet; thence S 89'32'22" E, 22.50 feet; Right -of -Way of Chenal Parkway on a curve to the left having a radius of 1155.92 feet, an arc thence along a curve to the right having a radius of 1165,92 feet, an arc distance of 304,38 feet with a chord bearing and distance of S 56°04'12" E, 303.52 feet; length of 330.74 feet and a bearing and distance of N 56 23'22" W, 329.61 feet; thence S 89°32'22" E, thence along a curve to the right having a radius of 1165,92 feet and and arc N 89023'37" W- 22.59 feet; thence along the Northerly Right -of -Way of Chenal Parkway on a curve to the distance of 28.47 feet with a chord bearing and distance of S 47°53'29" E, 28.47 , left having a radius of 1165.92 feet, an Arc Length of 129.11 feet and a bearing and feet to the POINT OF BEGINNING, containing 0.078 acres (3,417 Sq, Ft.) more or less. 14.19 distance of N 66043'39" W, 129.04 feet: thence N 00°23'47" W, 40.00 feet; thence N 00°20'58" W, 254.66 feet; thence S 89°33'08" E, 82.53 feet; thence S 89'23'37" E, 625.10 feet to the POINT OF BEGINNING, containing 5,970 Acres (260,044 sq.ft.) more or less. P ' O ' FOUND (LOT 1) NC, MONUMENT S 89033'08" E _ _ S 89°23'37" E © 82.53 ® 15. 625.10' _ t15' UTILITY EASEMENT DEDICATED THIS PLAT �20 _�_ 20' UTILITY EASEMENT DEDICATED THIS PLAT �I O d' LO N APPLETREE ' cnM of IRMVISION 31 II N 00023'47" FOUND CONC. MONUMENT PAGIS 0006-0082 MIA 719 LOT 1 CHENAL PARKWAY R/W CLOSED ORDINANCE NO. 17490 -ZISTOL DRIVE R/W .OSED ORDINANCE NO.17490 FIP WHITE DATERS N 00' 49' 38" W OL 7 IVE 3.62 S '32'22" E 50, R; ';V 8a31'A,q E ® 250,7.= 2O \ ; AAA �-�nv q� ➢ S.v-r�c� \ (�f�l'9� "� x ''4'e yg-T+rp3p.� £ t x 9 21g `tl lL1J t L'I DELTA 06 '20 '40 "-J \ = T 64.62 FT C I R 1165.92 FT L 129.11 FT !� r " W 129.046 CHORD CHENAL PARKWAY RIGHT-OF-WAY \ \ DEDICATION THIS PLAT DELTA 16 ° 23 '3 7 ' T 166.51 FT R 1155.92 FT L 330.74 FT N 56023'22" W 329,61' CHORD DELTA 14 '57 '28 T 153.06 FT N 56'04'12" W R 1165.92 FT L 304.38 FT 303.52' CHORD LITTLE ROCK '�1'�� I' ICI AL tl �Tr V t °° PLAN4AFFRO. ) EASrm . '' 1�(.rIVF�,3_.___- EASEBAENT REQUIRED _-- GATE BY -- - VICINITY MAP N 4753'29" W - 28.47' CHORD DELTA 0 1 '23 '57 T 14.24 FT R 1165.92 FT L 28.47 FT N 47'29'20" W J 34.11' CHORD DELTA 0 1 04 1 '28 '- T 17.06 FT R 1155.92 FT L 34.12 FT DELTA 00'16'12" T 2.75 FT R 1165.92 FT L 5.50 FT S 47'03'24" E 5.50' CHORD N 80'31 '4.9" 1 75.00 ' 0 NA89'20'07" ZI 'sm ■ C® 161 LOT 2 -15'--UTILITY - EASEMENT DEDICATED THIS PLAT L=7= FIP WHITE DATE �� I BACK OF CURBZ � M o S 00`21'31" E 21.42' AREA TO BE: DEEDED TO MOODY RAMBIN INTERESTS, INC P,O.B, (TRACT 2) S 00'21'31" E 207.72' CONCRETE RETAINING WALL ALHAMBRA DRIVE R/W CLOSED ORDINANCE NO. 16892 BACK OF CURB S 00'21'31" E >13.08' AREA TO BE DEEDED TO DAVID PICKERING P.O.B. RIGHT OF WAY DEDICATION (CHENAL) ARKLA EAKMENT APPROVED EASEMENT REQUIRED Aj''�,�' �' DATE (�& 17BY �,.PCr✓1`J � r NE CORNER, NE1/4, SW1/4 SECTION 4, T-1-N, R-13-W S 00036'55" E 19.63 ' P.O.B. RIGHT OF WAY DEDICATION AND TRACT ONE S 46'39'42" E o I 24.14' L4 C4 N N 00 47.36' 17' n O 0 Q O „ Q� un W z F Q �z c11 C)j 0! CERTIFICATE OF SURVEYING ACCURACY l 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 L. WRIGHT , 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 L. WRIGHT Registered Professional P , 0. B , Engineer No. 6074 (LOT 2) 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 19-, in Plat Book , Page (Signed) Clerk CERTIFICATE OF OWNER -FOUND CONC. MON. We, the undersigned, owners of the real estate shown PAGIS i0006-0100 and described herein, do hereby certify that we have laid off, platted •,Ond subdivided, and do hereby lay off, plat and subdivide ,said real estate in accordance with this plat. @q'W13T_ C �ietrsftt A� v � Name Date of Execution Dan M. Moody, III STATE PLANE COORDINATES NORTHING EASTING 1 151848.4719 1191343.8745 2 151767, 5816 1191344.6537 3 151784.1458 1 191327.09 98 4 151785.8542 1 191 165.6946 5 151525.6037 1191346.9848 6 1 151527.7380 1 191 162.9625 7 151529.3010 1 191028.30 64 8 151321.5848 1191029.6062 9 151510.0443 1190756.7481 10 151561.0768 1190638.1110 11 151601.0755 1190637.8343 12 151855.7328 119 0636.2806 13 151855.0880 119 0718.8074 14 151317.8463 1191033.6296 15 151304.7680 1191033.71 15 16 151510.2741 1190734.0588 17 151529.7511 1191406.9704 LEGEND L 0 FOUND IRON PIN - (1/2" rebar unless otherwise noted) 0 SET IRON PIN - (1/2' rebar) MR/SA PARTNERSHIP A Nevada General Partnership Source of Title: Plat Book E PAGE 544 Instrument No.: 97-059482 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 0010 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. G&ll Cui�r�.r2t 3?ismF vr.;-1 X0 4101TXA^r.L E;!Sf:fu c RcQUiRED A,Dria; zl :EIS Ts AAE REv�jjII:ED ce. .+BY. ASV. GI STE,? •�.......,•� O ARKANSAS •'� ty N0. 1274 �O_ _O . KENO. 'i�Qi1.^ •.saN••• \�� lCL N. Nl r'"nnii11AiW DECOEC 19 40 20 0 40 80 GRAPHIC SCALE 1" 40 DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE Q COPYRIGHT W 4-30-97 BY OCI SCALE Q 1" _ 40' MDRAWN BY �i TAS oCHECKED BY a. RMB APPROVED BY O RMB U DATE : 12/17/97 Z Cn Z Z> 0 Q w J W� r 2 ,� co�/� Z m C tN n o ° m o U NOW � N C T r .L. ` O N � Q o Z m 0 as N J 0 G 0 ®w o t V T i N P a CID W � C a 0 3 a QQ ® roc � m Vi Z a o 2E Z'0 O •• v U W f� ao Y Qr o �%% M n o o a '- J W� a=_ W ` Q n m L W Z 3 c C 0 m !0 w '' J LU o O ~ O "cam O w 'm 97-113 FP-1