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Home My WebLink AboutZ-8937-A MapA PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: HALL JOINT r 4 CERTIFICATE OF OWNER REVOCABLE COMMENCING AT A FOUND Y�INCH REBAR BEING USED AS THE NORTHEAST CORNER IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF • We, the undersigned, owners of the real estate TRUST } SECTION 4, TOWNSHIP 1 NORTH, RANGE 14 WEST; THENCE SOUTH 89 DEGREES 57 MINUTES 26 SECONDS WEST 359.33 FEET TO A POINT; THENCE �9 , 1 SOUTH 00 DEGREES 48 MINUTES 14 SECONDS WEST 170.11 FEET TO A FOUND % INCH REBAR FOR THE POINT OF BEGINNING; THENCE CONTINUE SOUTH shown and described herein, do hereby certify ZONED R2 00 DEGREES 48 MINUTES 14 SECONDS WEST 71.74 FEET TO FOUND % INCH REBAR; THENCE SOUTH 01 DEGREES 19 MINUTES 23 SECONDS WEST 221.08 that we have laid off, platted and subdivided, OWENER/DEVELOPER: FEET TO A FOUND )INCH REBAR; THENCE SOUTH 01 DEGREES 32 MINUTES 24 SECONDS WEST 395.76 FEET TO A FOUND % INCH REBAR; THENCE said real estate in accordance with this plat. Russell Rainey j NORTH 50 DEGREES 40 MINUTES 29 SECONDS WEST 84.34 TO A POINT; THENCE NORTH 81 DEGREES 45 MINUTES 50 SECONDS WEST 51.49 FEET TO A 1501 RAHLING ROAD #1704 POINT; SOUTH 80 DEGREES 35 MINUTES 10 SECONDS WEST 39.85 FEET TO A FOUND Ys REBAR; THENCE NORTH 79 DEGREES 28 MINUTES 54 SECONDS LITTLE ROCK, ARKANSAS 72223 o SURVEY AREA i WEST 322.39 FEET TO A POINT; THENCE SOUTH 42 DEGREES 11 MINUTES 18 SECONDS WEST 212.01 FEET TO A POINT ON THE CENTERLINE OF THE EXISTING 50 FOOT ROAD EASEMENT; THENCE ALONG SAID SAID EASEMENT THE FOLLOWING SIX BEARINGS AND DISTANCES: NORTH 36 DEGREES 5 " sue MINUTES 49 SECONDS WEST 36.39 FEET; NORTH 41 DEGREES 12 MINUTES 49 SECONDS WEST 194.83 FEET; NORTH 20 DEGREES 55 MINUTES 02 The Russell D. Rainey and Cheryl C. Rainey Joint Revocable Trust 7T--T- PROPERTYEastP SECONDS WEST 129.04 FEET; NORTH 17 DEGREES 43 MINUTES 26 SECONDS WEST 123.79 FEET, NORTH 20 DEGREES 25 MINUTES 39 SECONDS WEST 1501 RAHLIPIG ROAD #1704 0 92.71 THENCE ALONG THE ARC OF A 236.54 FOOT RADIUS TO CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF NORTH 3 LITTLE ROCK, ARKANSAS 72223 654.79 FEET TO A FOUND Yz REBAR; THENCE NORTH 00 DEGREESI6 MINUTES 21 SECONDS EAST 93.22 FEET TO A FOUND %REBAR; THENCE SOUTH Date of Execution: 1/3/2013 ZONED R2 PWACLE DOROTHY DEGREES 43 MINUTES 42 SECONDS WEST 141.89 FEET; THENCE SOUTH 89 DEGREES 46 MINUTES 14 SECONDS EAST LEAVING THE SAID CENTERLINE PARKER s 89 DEGREES 43 MINUTES 50 SECONDS EAST 251.54, RETURNING TO THE POINT OF BEGINNING, CONTAINING 10.91 ACRES MORE OR LESS. THIS JAME NDPP�1 PONGE OPERTY IS SUBJECT TO THE RIGHT-OF-WAY OF 50 FOOT EASEMENT ALONG THE WESTERLY SIDE.Instrument Number. 2013000779 - _ - 0 4? DEREK R. AND JILL FRANKLIN 9` 43' 50.00"E 244 ' e `� ROPOSED PRIVATE DRIVE ZONED R2 LCULNTED 24' OLD ARKANSAS CIRCLE MALSTROM FAMILY NTERIOR STREET NO 16 21.00E 93.2 S�# 7 LTD. COMPANY XIST. EDGE END STA# 18+90 sall ZONED R2 OF PAVEMENT - _ _ _ 420 P- -� _ f!p 410 CAL POINTED `-654 9 3 - Cf1EATEli t r - - - - 10.9 CREW - _ - - ENTRANCE ATO F1 FIP - R� PRIVATE ACCES - - - -- - FRANCESROBIN E BINLINDSEY EASEMENT ' - - 40a T EVELOPED COM& N- AND - - - - _ _ EOn e -_ - ZONED - 2CERTIFICATE BEGIN STA#0+00 - _ - __ _ -= $ -- 8 8-5--`-- -- _ - � _ --_ -- _ - -- -_ - - - OF PRELIMINARY PLAT APPROVAL +-- -- + -� + _ - m - - -8 i _` _ - - -__ - _ -_-390 All requirement of the Little Rock Subdivision q - - Rules and Regulations relative to the N3' 43 42.00'W 141.9 ,.. _ - ARKAMENT CLE _ it preparation and submittal of a preliminary -_-_- =- --_ -- - -- T- _-_--- ---_ y -_F+ _ � g:F plat have been fulfilled, approval of this plat - - - �- j! \ � _ - - Is hereby granted, subject to the further Rules Regulations. This -- ----- � _- - -_-- - - `-� � _ p _ -- -� -0- _-_ 380 provision of said and � 90 9 - Q --- --- --- -9Q -_ - c� - - �_ - __ - - certificate Shall expire. - - - - - $ -_ - TBACK LINE Y _O _ - 6 DG``=AC - - - - _� Ab --- _ - CALCULATE w_.. y 0.17 AC _. - -a17 AC 0. 17 AC - -- - 0.17.AC , POINT ' I,- _ -___ - 1. _- 2 - - ' 75' BLDG SETBACK UNE --0.24 AC 'o . - - 024-AC 360 EXISTING PRIVATE 90 - 9Q J9ff - - -- f9_ -- - WATER LINE �+ �� m m --- - SEWER �_� - m y = ----- - _ - M DRA/N _ - -��___ •^ _ ., --- ___- -_ -_ _- '�O N20' 25' 42.67"W 92.7' CONE. W �310 SETBACK LINE 10Q - JI - .. _ OUT PIT COMMUNTI INDOOR POOL _ _ GA __ __ FITNESS CENTER- [ - ARDEN- SET6ACKZ7F� 2 AREA &GREENHOUSE--- AREA L._ ---- _ CO UNTIY _ }- 3+ - 15' ACCESS 15, K OMMUN TY _ SETBAC LINE _ CALL ATED f --- 10'� ,WORKSHOP, - " DG APO T \ -.-. SETBACK LINE. - ¢ _. __ - -- - - DRAINAGE ESM'T __-..� ¢._ i GARDEN CENTER,yp,0 J ` �, , , w & STORAGE EXISTING BURIE \ NJ ' _ - ----- ,5'-BLOe SETBACK E - - - o I - 340 WATER LINE SIGN i AG 9 ^ar , - m D AG- N17° 43' 26.00"W 123.8' <k12 A _ 1_ D.Iz A - a.n Ac0.17 - } 15' BLDG 1_ 15" BLDG ACK .LINE 15' BLDG- 330 EXISTING PRIVATE 4+00 p T PUMP STATION j 0 _ llljo 9Q 0 -- DOROTHYAHRING b A L sE�ACK ��LD. ARKANSAS CIR LE WIRE.00 351' EASEMENT - SILT CALCU ATE d --------- - --I _ --- -- - �- - - - - -+-- 1 EXISTING MAUMELLE P01 I 6 \ ZONED R2 - - BA FENCE WATER CORP. _- -- MASTER METER m -- _ _ 330 a \ RE BACKED r - _ - 3?0 \ �o SILT FENCE - - - - ( POSED N20° 55' 02.00"W 129.0' \ u'rn SEWE�' AVEL BA tit LOCATION o CREEK CHECKS -� (N EXISTING 4" MAUMELL WATER CORPORATION WATER LINE EXIST.\EDGE OF PAVEMENT o N41' 12' 49.00"W 194.8,10 60' 30' 0' 60' 120' SCALE: 1"= 60' NOTE: 1. THE LINEAR FEET OF INTERNAL PRIVATE STREET 1890 FEET. 2. AVERAGE SIZE LOT IS 0.21 ACRES. MINIMUM LOT SIZE 0.17AC. 3. SUBDIVISION WILL TIE INTO MAUMELLE WATER CORPORATION MAIN LOCATED ON THE PROPERTY. 4. THE PRIVATE DRIVE WILL BE MAINTAINED BY THE OLD ARKANSAS SUBDIVISION PROPERTY OWNERS ASSOCIATION AND A PERMANENT EASEMENT WILL BE DEDICATED TO FOR THIS ROAD. 5. ALL LANDS OUTSIDE OF SUBDIVISION WILL BE UNDEVELOPED/NATURAL AREAS ALSO MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 6. BANK STABILIZATION WILL BE ACHIEVED BY THE USE OF GABION MATS OR BASKETS OR SOME OTHER SIMILAR FORM FOR BANK STABILIZATION. \I ' PROPOSE STORM WATER DENTENTION iy UNDEVEI EXIST. GATE POINT JAMES M RAY f FAMILY TRUST ZONED R2 N36' 05' 49.00"W 31l ROBERT T. CROFT & JO ELLEN CROFT ZONED R2 UNN CREEK )PED COMMON RIP B Date of Execution Planning Administrator CERTIFICATE OF PRELIMINARY APPROVAL All requirements of the Pulaski County subdivision rules and regulations relative to the preparation and submittal of preliminary plat having been fulfilled, approval of this plat is hereby granted subject to further provisions of said rules and regulations. Planning Administrator Pulaski County Planning Board Date of Execution CERTIFICATE OF SURVEYING ACCURACY I, Michael P. Marlar, hereby certify that this plat correctly represents a boundary survey 'made by me and boundary markers shown hereon actually exist and their locations, type, and material are correctly shown. Date of Execution Michael P. Marlar Reg. Land Surveyor NO. 1240, AR CERTIFICATE OF ENGINEERING ACCURACY I, Michael P. Marlar, 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 Michael P. Marlar O 0- - Reg. Prof. Engineer NO. 6907, AR 32p ` - -- _ - _ - RICKY L. AND CHARLOTTE 45' 50.Ofl VV 54 sJ' _ - `'70 FINKBEINER ZONED FIP �.� \ 0° 35' 10.0 - 39.9' RIP RAP ID- - LEGEND: 54 FOUND IRON PIN 0 VV 322 4^ -- -- CALCULATE SET IRON PIN o1NT CALCULATED POINT ED g1 RIP CALCULATE >� BUILDING xxx.xx' POINT', 00 UTILITY EASEMENT / JENNY LEA EASTHAM �0 REVOCABLE TRUST ZONED R2 CULATED I Flood Statement: According to the FEMA Flood Insurance Rate Map (FIRM) community panel no.: 0501790235E dated, JUL. 16, 1996, the above described property is located in ZONE_ C and DOES NOT lie partly within the 100 year flood plain. ISTEY4, 'o 9TAT6 OR AIOGN818 N0. 1a40 0 a. BOUNDARY LINE xxx --- OStln ,a , ----- 9• CENTER LINE 1159001.9741' RIGHT-OF-WAY - - FIP ANDREA KWASNY Northing: FENCE LINE NOV 1 - \� CHRISTOPHER DARRAG 185401.8358' WATER LINE W STREAM °�':__- - - - - - ZONED R2 50 40 29.00"W- 84.3' - - MARLAR ENGINEERING CO., INC. 5318 John F. Kennedy Boulevard North Little Rock, Arkansas 72116 INCORPORATED Phone: (501) 753- 19 87 LVI510GI DALE JtS7nI�iJIN 5Y i d ( ICI III IiI � i III �II I'll III I I�I ,i III