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HomeMy WebLinkAboutZ-7877 Map 35/8' RESAR ADDRESS: 11024 INTERSTATE 30 LITTLE ROCK, AR 72209 LEGEND PLS',�13.9.2 S 88.31'26-E 270'66' (D) S 88'20'53isE 270.60' (M V S8 � 4 w29 9 E. (4 S 89'46'43"E 74.89' SD) 2 PINCHED PIPE S 89'4 3 74.54 M) GRPORT� mit tN `A 9 METAL CONTNNER w I7IfY C T� 7 RESAR S 88'32'52"E 31111' (D) S 88' 15'27"E 31 1.52' (M) X_-X—X__X A X-3 DRA� DRIA e4L N 82° 1 9 9 7.68' (M) N 82.25'45"W 97.49' �D) P-� s 0 6� ��6AZa 5 1M� N 90.00'00"W 19.80' S 64'28'20" 214' .15' (D) 1 �•'� S 640'19"W 21.15-7 Rl ( t11 (]_ NE° J 00 / PPE ✓meq L 7 Or SOUTHEAST CORNER, ZD d SOUTHEASTQUARTER, NO QUARTER, 1 = GUIDE ANCHOR TO UNSHIP '1 SOUTH,�� z RANGE 13 WEST, = POINT OF BEGINNING NOT FIELD VERIFIED Section 4, Township 1 South, Range 13 West lying North of Interstate No. 30 30 i� TATE I� O = FOUND MONUMENT AS NOTED D SICURE: MYONO THE DATE ON SHE omomA SEAL ANIUT point 040,17 CRD !7 = COMPUTED CORNER 50 0 50 100 150 DESCRIPTION PROVIDED X =POLE X = GUIDE ANCHOR GRAPHIC SCALE — FEET The South 497 feet of the Southeast Quarter of the Northeast Quarter of POB = POINT OF BEGINNING Section 4, Township 1 South, Range 13 West lying North of Interstate No. 30 —X — = FENCE and East of Interstate No. 430 in the City of Little Rock, Pulaski County, —E — = OVERHEAD UTILITIES BASIS OF BEARING: BASIS Arkansas, more particularly described asfollows: (M) =. MEASURED (D) = DEEDED FLOOD STATEMENT: ACCORDING TO FLOOD INSURANCE RATE #050181 0092 F. DATED OCT. 19, 2001. CITY OF LITTLE ROCK, PULASKI COUNTY, THIS PROPERTY IS IN FLOOD BOUNDARY Aunspaugh Land Surveying Inc 510 1/2 S. Claremont Ave_ 501-834-1015 31 Sherwood AR, 72120 Fax 501-833-0279 E -Mail: aunspaugh®aristotle:net 1.) PER SURVEY BY DONALD W. BROOKS, PLS #05. 2.) PER SURVEY BY LARRY BEAVERS, PLS #1392, JQ�u#00�}260. VIST,E MAP "S f tF OI A.tZKAN'SAS ARKANSAS, P10..1374 7i�= "X UNSHADED". =o SICi I�ATURL: ONE TILE USE AND BENEFIT NOT TO EXCEED 90 DAYS Job Na 4M7 0 050 D SICURE: MYONO THE DATE ON SHE omomA SEAL ANIUT point 040,17 CRD Plot rile: 03040,17.01fD soeie: 1' — 50' SANDRA BROWN r.14 0'°r CompSod: D1„18%06 Draung Completed: 04/19/05 Sheet I Of I R.vm.nona end Det. Revised: Siete a,r,e or, Plat Code I500 I O15 I 13Y 1 0 1 W 1 120 160 11374 -ims survey is not to De useo to ounu: ieaces, additions, extensions, portable buildings, driveways, roads, sidewalks, flower beds, structures, trees, any under or above ground utilities, septic tanks, storm cellars, ponds, levees, and/or any other improvements without the consent of the surveyor. It is my professional opinion that this plat represents a survey conducted by me or under my direct supervision. All monuments shown hereon actually exist and their location, size, type, and material are correctly shown. This survey is in accordance to Arkansas Minimu"tandards set forth by the Arkansas Comrnissioiicr df State Lands Land Survey Division. Date: j.iaxnes S--Aunspaugh, PLS #1 A title search was not conducted'95Y12141§1h5irveyor, all documents were provided by the client and/or clients and is subject to recorded and/or unrecorded: easements, rights-of-way, covenants. building set -back lines, subdivision restrictions, zoning or other land use regulations. and other facts provide by an accurate and current title -al and signature is not in the original -inted blue and/or red ink the survey is a copy may have been fraudulently altered. All -oration should be disregarded unless verified by Professional Land Surveyor whose name appears Commencing at the Southeast comer of said Southeast Quarter of the Northeast Quarter, thence North along the East line of said Southeast Quarter of the Northeast Quarter 497 feet; thence West 19.8 feet to a point on the Northerly Right of Way of Interstate 30; thence South 64 degrees 28 minutes 20 seconds along said Northerly Right of Way 21.15 feet to the point of beginning; thence continue South 64 degrees 28 minutes 20 seconds West, along said Easterly Right of Way, 347.17 feet, thence North 82 degrees 25 minutes 45 seconds West, along the Easterly Right of Way of Interstate N. 30, 97.49 feet; thence North 58 degrees 21 minutes 41 seconds West along said Easterly Right of Way, 289.6 feet; thence South 88 degrees 31 minutes 26 seconds East 270.66 feet; thence South 89 degrees 46 minutes 43 seconds East, 74.89 feet; thence South 88 degrees 32 minutes 52 seconds East, 311.11 feet to the point of beginning. All utilities shown hereon are located by above ground facilities and/or deeded record. Before excavating, the appropriate utility companies should be contacted for exact location. rhi3 survey is limited to one year from the date on © COPYRIGHT 2004 BY Lite seal. It is only to be used for the benefit of AUNSPAUGH LAND SURVEYING, Lhe client and/or clients described hereon. INC.. ALL RIGHTS RESERVED