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HomeMy WebLinkAboutS-1364 Map 3LEGEND NO MOUNMENT FOUND OR SET (FALLS IN MINING AREA) " .. 90 S89014'00"E 228.00' Y FOUND ONE HALF INCH REBAR G ff -- - ;—t,,,� -•+=- ^'` — .—R E \c0,. $ F , f ' F ; SURVEYOR'S CERTIFICATION FOR THE USE AND BENEFIT OF: METROPOLITIAN NATIONAL BANK AND COLDWELL BANKER COMMERCIAL HATHAWAY GROUP. I HEREBY CERTIFY THAT ON THE 4TH DAY OF APRIL 2013: THIS SURVEY WAS MADE ON THE GROUND AS PER THE FIELD NOTES SHOWN ON THIS SURVEY AND CORRECTLY SHOWS (1) THE BOUNDARIES AND AREAS OF THE SUBJECT PROPERTY AND THE SIZE, LOCATION AND TYPE OF BUILDINGS AND IMPROVEMENTS THEREON (IF ANY), (11) THE LOCATIONS OF ALL RIGHTS -OF WAY, EASEMENTS AND ANY OTHER MATTERS OF RECORD (OR OF WHICH I HAVE KNOWLEDGE OR HAVE BEEN ADVISED, OR WHICH IS APPARENT FROM VISUAL INSPECTION, WHETHER OR NOT OF RECORD) AFFECTING THE SUBJECT PROPERTY; (III) ALL ABUTTING DEDICATED PUBLIC STREETS PROVIDING ACCESS TO THE SUBJECT PROPERTY TOGETHER WITH THE WIDTH AND NAME THEREOF; EXCEPT AS SHOWN ON THE SURVEY, THERE ARE NO (1) ENCROACHMENTS UPON THE SUBJECT PROPERTY BY IMPROVEMENTS ON ADJACENT PROPERTY, (II) ENCROACHMENTS ON ADJACENT PROPERTY, STREETS OR ALLEYS BY ANY IMPROVEMENTS ON THE SUBJECT PROPERTY, (III) PARTY WALLS, OR (IV) CONFLICTS OR PROTRUSIONS; ADEQUATE INGRESS TO AND EGRESS FROM THE SUBJECT PROPERTY IS PROVIDED BY LAWSON ROAD A COUNTY ROAD AND A PUBLIC WAY; AL REQUIREQ'`BUILDIN SET BACK LINES ON THE SUBJECT PROPERTY ARE LOCATED AS 8HOWN'HERE6N: , 4NDI BOUNDS) DESCRIPTION SHOWN HEREON ACCURATELY AND E.SUBJECT PROPERTY. POWER POLE LIGHT POLE SIGN WATER VALVE/METER SANITARY SEWER MAN —HOLE TELEPHONE PEDESTAL FIRE HYDRANT GAS METER SATELLITE DISH 8., DROP INLET GRATE Effi HANDICAP PARKING BASELINE POINTS CONCRETE CONC. GUY WIRE ANCHOR—G.W.A. POINT OF BEGINNING Q.O.B. ELEVATIO I ELEV. co MARION SCOTT FOSTER cc REGISTERED LAND SURVEYOR NO.1467 1926 SALEM ROAD BENTON, AR 72019 SRI MY co C\z PROPERTY DESCRIPTION AS PROVIDED (INSTRUMENT 2007092063) R__ THE EAST 229 FEET OF THE FOLLOWING:THE EAST 300 FEET OF THE W1/2 OF THE NE 1/4 OF THE SE 1/4, SECTION 24, T 1 N, R 14 W, PULASKI COUNTY, ARKANSAS, LYING NORTH OF THE CENTERLINE OF LAWSON ROAD, MAORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER OF SAID NE 1/4 SE 1/4, THENCE NORTH 01 DEGREES 55' g�� EAST, ALONG E LINE OF NE 1/4 SE 1/4, 914.6 FEET TO A POINT IN THE CENTERLINE OF LAWSON ROAD, THENCE ALONG THE CENTERLINE OF LAWSON ROAD THE FOLLOWING BEARINGS AND DISTANCES: N 83 DEGREES 15' WEST 61.64 FEET; N 82 DEGREES 38' WEST, 98 FEET; NORTH 78 DEGREES 21' WEST, 190.2 FEET; NORTH 83 DEGREES 55' WEST, 238.4 FEET; NORTH 89 DEGREES 54'WEST 76.2 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG THE CENTERLINE OF LAWSON ROAD, S 89 DEGREES 32 MINUTES WEST 300 FEET; THENCE LEAVING THE SAID CENTERLINE, NORTH 01 DEGREES 54' EAST, 389.7 FEET; THENCE SOUTH 89 DEGREES 14' EAST, 300 FEET; THENCE SOUTH 01 _ DEGREES 54' WEST, 381.8 FEET TO THE POINT OF BEGINNING. ..� ,, PROPERTY DESCRIPTION FROM SURVEY: PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS ! FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SAID NORTHEAST QUARTER OF THE !� SOUTHEAST QUARTER OF SECTION 24; NORTH 01 DEGREES 55 MINUTES 00 SECONDS EAST 914.60 FEET ALONG THE EAST LINE OF THE SAID NORTHEAST QUARTER OF THE SOUTHEAST QUARTER TO A POINT IN THE CENTERLINE OF LAWSON ROAD; THENCE ALONG THE SAID CENTERLINE THE FOLLOWING FIVE (5) COURSES AND DISTANCES; THENCE NORTH 83 DEGREES 15 MINUTES 00 SECONDS WEST 61.64 FEET TO A POINT; THENCE NORTH 82 DEGREES 38 MINUTES 00 SECONDS WEST 98.00 FEET TO A POINT; THENCE NORTH 78 DEGREES 21 MINUTES 00 SECONDS WEST 190.20 FEET TO A POINT; THENCE NORTH 83 DEGREES 55 MINUTES 00 SECONDS WEST 238.40 FEET TO A POINT; THENCE NORTH 89 DEGREES 54 MINUTES 00 SECONDS WEST 76.20 FEET TO A MAGNETIC TONE UNDER THE C e ASPHALT AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG THE SAID CENTERLINE OF LAWSON ! ,•` ROAD SOUTH 89 DEGREES 32 MINUTES 00 SECONDS WEST 228.04 FEET TO A MAGNETIC TONE UNDER ft THE ASPHALT; THENCE DEPARTING THE SAID CENTERLINE NORTH 01 DEGREES 53 MINUTES 00 GUND,ONE HALF SECONDS EAST 387.80 FEET TO A POINT; THENCE SOUTH 89 DEGREES 14 MINUTES 00 SECONDS � INCH REBAR Q\_ EAST 228.00 FEET TO A FOUND ONE HALF INCH REBAR; THENCE SOUTH 01 DEGREES 54 MINUTES 00 SECONDS WEST AND PASSING THROUGH A FOUND ONE HALF INCH REBAR AT 349.42 FEET FOR A f !' TOTAL DISTANCE OF 382.89 FEET MEASURED (381.8 FEET DEED) TO THE POINT OF BEGINNING F' CONTAINING 6.50 ACRES MORE OR LESS. SUBJECT TO RIGHT OF WAY FOR LAWSON ROAD AS SHOWN ON SURVEY. ....'.......'....� � ASPHALT S. r ASPHALT, ..,, , - ,..� . { ..+ - - -'''- �� .f, _ ' _,t" `.y'' -." i€ AT R`�,: 2 �GP�E OF AUT�C� t4 'APKANSAS 1p U Si1RVF.YTNr AN CONSULTING INC. No. 1462 76.20' �ISTp x1 O C� 3IGNA74TRE r' S COTT�� NA L L P,' . N83°5� 0yp 238.40' DATE: 11 02 2016 SCALE: 1' 25' DRAWN BY: MSF CHECKED BY: MSF .................................. ... FILE NAME: SECTION 24 N780 21 '00'.W 190.20' BASIS OF BEARING: DEED AS PROVIDED 0 25 50 SCALE: I " = 25' SURVEY BEARINGS ARE BASED ON DEED AS PROVIDED BY CLIENT. THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE TO BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE ANGLES AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASMENTS, RESTRICTIVE CONVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. (IF APPLICABLE). SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN iv iy PRESENT ON IT. UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADE AS TO UTILITY EXISTENCE OR LOCATION. I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH EXISTING MONUMENTATION IN THE AREA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. © COPYRIGHT 2013 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHT RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. N82038200„ �(n�� z l �.e d • c� W 98.00' Z8-25-1999�1�_ r}c� L� 0' W 61.64'NE1/4ION 24 N01°55'00"E AS SHVEY BY 914.60' DONALDATED�.. ARKANSAS SURVEYING & CONSULTING _.._ ----------------- - AAlAs.. ..3..Z .. �....R ..: ... afro@„`a�� `ro•.-%�--�-���y\,�_�0.e :? d`a>a,.." .t.. .. `. .?..q_5�...,L'>E�ivLL'_.. S'7 l_, E"C�-..�: ._.....e�.._...n1 IF %G �E ��aamaaaaaaa��aa�a�aaaaaaaaaaama�aaam�m�a�aaaaawkaam�a�aaaaa�u�i LAWSON MINI STOR AGE 15'700 LAWSON ROAD --- ------------ � i ru E 1p LA l�TT ...................... ..---------------------------- .... .............. 500-01N-14W-0-24-210-60-1467