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HomeMy WebLinkAboutS-1177 Map 2NE CORNER, NE1/4, SW1/4 SECTION 4, T-1-N, R-13-W. DEVELOPMENT CONSULTANTS INCORPORATED PROPERTY 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 art 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 P g Subdivision (Part II) all in the City of Little Rock, Pulaski County, Arkansas being Subdivision (Part II) 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 ' Commencingat 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, 20,00 feet; thence S 00033'07" E, 325.36 feet; thence N 89023'37" W, 14.19 feet; thence Section 4; thence S 00°36'55" E 19.63 feet; thence N 89°23'22" W, 20.00 feet; thence S 00°33'07" E, 322.88 feet; thence N 89°20'07" 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 89020'07" W, 134.67 feet; thence S 00021'31" E, 207.72 feet for the POINT OF , „ S 00, thence S 00°33'07" E, 322.88 feet; thence N 89°20'07' 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 33 07 E , 207.72 feet; thence along a curve to the right having a radius of 1165.92 feer, an arc length of length of 5.50 feet with a chord bearing and distance of S 47°03'24" E, 5.50 feet; thence 0 feet , 325.36 5.50 feet and a bearingand distance of S 47°03'24" E, 5,50 feet; thence S 00°21'31" E, 13.08 of Chenal Parkwayy to the Norther) 1 Right -of -Way 92 feet, o curve o the l thence on a curve to the left having a radius ofy1155.92 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 1156.92 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 89032'22" E, 22.50 feet, Right Chenal Parkway 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 -Way of on a curve 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 89'23'37" 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 feat 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 00023'47" 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 P,O. or less. FOUND (LOT 1) CONC, MONUMENT S 89'33'08" E _ _ _ S 89'23'37" E © 82.53 ® e ,5 625.10' F_ 15' UTILITY EASEMENT DEDICATED THIS PLAT �20'--�-- 20' UTILITY EASEMENT DEDICATED THIS PLAT to LO CN APPLETREE ' 1^nM cIIRnIVISION �I LO V7 O N of ii N 00'23'47" �,,,_40.00 ' FOUND CONC. MONUMENT PAGIS 0006-0082 LOT 1 CHENAL PARKWAY R/W CLOSED ORDINANCE NO. 17490 N 8''z7 BRISTOL DRIVE R/W CLOSED ORDINANCE NO.17490 FIP WHITE DATERS N 00'49'38" W - v � am= r I � f �l_ M 1" �`) aH DELTA 06 '20 '40, T 64.62 FT R 1165.92 FT (to � L 129.11 FT 129.046 4CHORD W CHENAL PARKWAY RIGHT-OF-WAY \ \ DEDICATION THIS PLAT DELTA 16 a 2 3' 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 Fr N 56'04' 12" W - R 1165.92 Fi 303.52' CHORD L 304.38 FT N 47'53'29" W - 28.47' CHORD DELTA 0 1 '23 '57 T 14.24 FT R 1165.92 FT L 28.47 FT VICINITY MAP y N 47629'20" W J 34.11' CHORD DELTA 0 1 04 1 '28 T 17.06 FT R 1155.92 FT L 34.12 FT DELTA 00016'12" T 2.75 FT R 1165.92 FT L 5.50 FT S 47603'24" E 5.50' CHORD ryr, i pyy@�JS 991`42'511 N�89'20'07 ' 1 I (D 161.41 LOT 2 15' UTILITY EASEMENT DEDICATED THIS PLAT FIP WHITE DATE 4 2' .70'v a � 0' .1 BACK 0� CURBS 06 rn s S 00.21'31" E AREA TO BE DEEDED 21.42' TO MOODY RAMBIN INTERESTS, INC. P.O.B. (TRACT 2) S 00*21'31" E 207.72' CONCRETE RETAINING WALL -I m ALHAMBRA DRIVE R/W i CLOSED ORDINANCE NO. 16892 BACK OF CURB S 00021'31" E 13.08' m� AREA TO BE DEEDED TO DAVID PICKERING P.O.B. RIGHT OF WAY DEDICATION (CHENAL) 0 r S 00'36'55" E 19.63 ' P.O.B. RIGHT OF WAY DEDICATION AND TRACT ONE =' 41. '� S 46839'42" E 0 24.14' Lw O � I L4 N N OD C1 47.36' CERTIFICATE OF SURVEYING ACCURACY 1, LEE D. KENDRICK , hereby certify that this plat correctly represents a boundary survey mode 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 1, 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.O.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 17' `FOUND CONC. MON. PAGIS #0006-0100 - 60' Llaid We, and CERTIFICATE OF the undersigned, owners of described herein, do hereby off, platted and subdivided, OWNER the real estate shown certify that we have and do hereby lay off, plat this and plat. subdivide said real estate in accordance with STATE PLANE COORDINATES NORTHING EASTING 1 151848, 4719 1 191343.8 745 2 151767.5816 1191344.6537 3 151784.1458 1191327.0998 4 151785.8542 1 191 165.6946 5 151525.6037 1191346.9848 6 151527.7380 1191 162.9625 7 1 151529.3010 1191028.3064 8 151321.5848 1191029.6062 9 151510.0443 1190756.7481 10 151561.07 68 1190638.1110 11 151601.0755 1190637.8343 12 151855.7328 1190636.2806 13 151855.0880 1190718.8074 141 151317.8463 1 191033.629 6 15 151304.7680 1 191033.71 15 16 151510.2741 1 1190734.0588 17 151529.7511 1 191406.9 704 LEGEND JI • FOUND IRON PIN - (1,/2" rebar unless otherwise noted) 0 SET IRON PIN - (1/2" rebar) Name Date of Execution Dan M. Moody, III 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, C1 ST ERA%.,, �OF '• ARKANSAS '� a =�aS NO. 1274 �O= _� : • • w` gC11LIAN 40 20 0 40 80 GRAPHIC SCALE 1 " 40' 2200 NO. RODNEY PARHAM RD, SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE Q COPYRIGHT W 4-30-97 BY DCI SCALE Q 1" 40' MDRAWN BY ii TAS OCHECKED BY a RMB APPROVED BY O RMB DATE V 12/17/97 Z K Z Z o_ Q w J �W m� O Z O 0 2 V♦ Z L ., N o a � O U Nr� N c ` T N a 0 o Z m *' � ® " J O C O o L) Nam 5 F' ,o 0 75 a = N con 3 Q Q N 0 t N r o0C to .4 a 0 Z �. J Z�- ♦x Q ` W a r I" w O Uj / V Q O ') s X O M .. o ® a w J W =F_ J 'Q m a W Z a' c 11J V• N � o a F w Lu F o c o a W U) P m = 97-113 FP-1