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Home My WebLink AboutS-1177 Map 4PROPERTY 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 aart of Lots 20, 21, and 27 Montclair Heights Subdivision (Part III Subdivision (Part 11) all in the City of Little Rock, Pulaski County, Arkansas all in the City ofpLittle Rock, Pulaski County, Arkansas being more particularly described as follows: ,22 „ being more particularly described as follows: N 8923 W 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 C of said Section 4 thence S 00"36'55" E, 19.63 feet; thence N 89"23'22" W, 20.00 Section 4; thence S 00036'55" E 19.63 feet; thence N 89023'22" W, 20.00 feet; thence feet; thence S 00"33'07" E, 325.36 feet; thence N 89°23'37" W, 14.19 feet; thence S 00033'07" 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 89023'37" W, 14.19 feet for the POINT OF BEGINNING; N 89"20'07" W, 134.67 feet; thence S 00'21'31" E, 207,72 feet for the POINT OF 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 , " S 00 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; 5.50 feet and a bearing and distance of S 47°03'24" E, 5,50 feet; thence S 00021'31" E, 13.08 thence S 00 21'31" E, 13.08 feet to the Norther) Right -of -Way of Chenal Parkway; thence on a curve to the left having , 325.36 feet to the Northerly Right -of -Way of Chenal Parkway; thence along the Northerly Right -of -Way a radius ofy1155,92 feet, an Arc Length of 34.12 feet with a bearing and distance of N 47"29'20" 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 are 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 56023'22" W, 329.61 feet; thence S 89032'22" 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 length of 330.74 feet and a bearing and distance of N 56123'22" W, 329.61 feet; thence S 89632'22" E, of 304.38 feet with a chord bearing and distance of S 56"04'12" E, 303.52 feet; 22.59 feet; thence along the Northerly Right -of -Way of Chenal Parkway on a curve to the thence along a curve to the right having a radius of 1165.92 feet and and arc N 89'23'37" W- left having a radius 1165.92 feet, an Arc Length of feet and a bearing and distance of 28.47 feet with a chord bearing and distance of S 47"53'29" E, 28.47 feet to the POINT OF BEGINNING, containing 0.078 acres (3,417 Sq. Ft.) more less. 14.19' distance of N 66"43'39" W, 129.04 feet; thence N 00"23'4747" W, 40.00 feet; thence or 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.B, FOUND (LOT 1) CONC. MONUMENT S 89"33'08" E S 89023'37" E 0 82.53 - - - - - - - - - ,T-- 625.10' 15' UTILITY EASEMENT DEDICATED THIS PLAT �20- -- 20' UTILITY EASEMENT DEDICATED THIS PLAT S 89'23'37" E ® 161.410 co tto LO " APPLETREE nnkA (ZI IRnIVISION 7 ' LOT 1TF RA1 LO oI I W O " N.M LOT 2 O( 06 z M Oa N 0923'47" S 189' 31 ' 49 FOUND CONC. MONUMENT PAGIS 0006-0082 CHENAL PARKWAY R/W CLOSED ORDINANCE NO. 17490 N 89°31'49" t tISTOL DRIVE R/W .OSED ORDINANCE NO.17490 FIP WHITE DATERS V 00°48'38" W S BRI TOL DRNF 3. 2 6' S '32,�2„ E 50' R/W-- - - s 89'31'49"F - z® 22. 25.c1' S G9"31'43 250.79 o \ L.0 20 POR NE ON LAIR HEIGHTS CORNER \ � )8DI 'I N (PART II) LOT 21 DELTA 06 '20 '40 ".-./ T 64.62 FT 1165.92 FT L129.1111 FT �� 129.04' 4CHORD W CHENAL PARKWAY RIGHT-OF-WAY DEDICATION THIS PLAT DELTA 16'23'37" 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 R 1165.92 FT L 304.38 FT ACT N 56'04' 12" W J 303.52' CHORD / N 4753'29" W - 28.47' CHORD DELTA 01 '23 157" _ T 14.24 FT R 1165.92 FT L 28.47 FT VICINITY MAP N 47*29*20" W -J 34.11' CHORD DELTA 01 '41 '28" T 17.06 FT R 1155.92 FT L 34.12 FT DELTA 00 616 '12 " T 2.75 FT R 1165.92 FT L 5.50 FT S 47003'24" E 5.50' CHORD ;l7 r� N 89'31'49" IN 2b.CC ' N 00'21'31" W 32.00' •� rimer .- :Iri��e 15' UTILITY EASEMENT DEDICATED THIS PLAT FIP WHITE DATE 18. � s of I BACK OF CURB-- o6 to rn s 00 21'31" E AREA TO BE DEEDED 21.42 TO MOODY RAMBIN INTERESTS, INC. P.O.B. (TRACT 2) S 00021'31 " E z 207.72' CONCRETE RETAINING WALL i ALHAMBRA DRIVE R/W ( / CLOSED ORDINANCE No. 16892 BACK OF CURB 00'21'31 " E 3.08' AREA TO BE DEEDED TO DAVID PCKERING P.O.B. RIGHT OF WAY DEDICATION (CHENAL) 0 m N I zo u') 0 N3 N 00 Q O X 0 w z > <� Q � C4 V) 0 DEVELOPMENT NE CORNER, NE1/4, SW1/4 CONSULTANTS SECTION 4, T-1-N, R-13-W INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 S 00*36'55" E ENGINEERING PLANNING 19.63 ' LAND SURVEYING CERTIFICATE OF SURVEYING ACCURACY LANDSCAPE ARCHITECTURE 1, LEE D. KENDRICK hereby certify that P,O,B. this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist RIGHT OF WAY and are correctly shown hereon and that all surveying DEDICATION AND requirements of the Little Rock Subdivision Rules and TRACT ONE Regulations have been complied with. I� I / 3/ /997 I �! Date of Execution LEE D. KENDRICK Registered Professional Land Surveyor 0 No. 1274 Q COPYRIGHT Arkansas W 4-30-97 BY DOI SCALE " / S 46'39142" E 140' 24.14DRAWN BY •�� CERTIFICATE OF ENGINEERING ACCURACY � TAS I, MARK L. WRIGHT , hereby certify that this O CHECKED BY plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision ri RMB Rules and Regulations have been complied with. APPROVED BY RMB Date of Execution M RK L. WRIGHr O DATE Registered Professional v _ P.O.B. Engineer No. 6074 �2/17/97 (LOT 2) Arkansas Z' ... •°��k��\s'aCIRO, _ _° • = C) 4 LU C , ,,pp o. •y m oo11G�I� �11VtYv A��e'w FOUND CONC. MON. PAGIS N0006-0100 STATE PLANE COORDINATES NORTHING EASTING 1 151848.4719 1191343.8745 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 1 191 162.9625 7 1 151529.3010 1191028.3064 8 151321.5848 1191029.6062 9 151510.0443 1190756.7481 10 151561.0768 1190638.11 10 11 151601.0755 1190637.8343 12 151855.7328 1190636.2806 13 151855.0880 1190718.8074 14 151317.8463 1191033.6296 15 151304.7680 1191033.71 15 16 151510.2741 1 190734.0588 17 151529.7511 1191406.9704 LEGEND FOUND IRON PIN - (1/2" rebar unless otherwise noted) 0 SET IRON PIN - (1/2" rebar) 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. ..1a nuTIsf 1')% Date of Execution I Planning Commission CO) co CERTIFICAT F G o aff This ,,dg� ument, umber I ed for r cc��rr��dd Z in in Plat Book Page _2� r••• > Q Iz w (Signed) ✓J ,�.(} X C UROLYN STALEY, Circuit County Clerk & Recorddr w Clerk ` 9 0 N Zr C N CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown N N and described herein, do hereby certify that we have r O C laid off, platted and subdivided, and do hereby lay off, N Plat and subdivide said real estate in accordance with > 4 this plat. L J MR/SA PARTNERSHIP, a Nevada general partnership i.1. w o 0 O By: Moody-Rambin SA, Limited, a Nevada limited liability company, partner N a T 3 A. Y Date/of Exe ution� By Dan M. Moody, III, Man er y W �' 0 z Source of Title: Plat Book E PAGE 544 v! Q ° ? Instrument No.: 97-059482 Z e W CCQ a _« O Y H- G a000 0 air FLOOD PLAIN CERTIFICATION ® ^ N NO PORTION OF THE PROPERTY SHOWN IS LOCATED W LU Y. o WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED mi et BY THE FLOOD INSURANCE RATE MAP, PANEL NO. W = P t 050181 0010 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. , -I m Q' z 3 0 W o �'NA p` Jco W m As igged w o r � o w a •m �A \ TATE z'• •. '; DATE: � - A 4 PROJECT NO. M =�j�• 97-113 1IILP. 40 20 9 40 80 p 1 GRAPHIC SCALE 1 = 40