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HomeMy WebLinkAboutZ-9665 Surveyl LEGEND l SET 1/2�11 REBAR co ll 0 0 x------ 7 X R.[I, V, S86022'17"E 330.00' mmmmir- PART OF SE114=SWI/4 SECTION 22 8.68 ACRES± POOL -J.. DECK ., FENCE POOL 1"• 2-STORY ❑CK/SIDING RESIDENCE Y 10) CH=239.20' R=1313.24: P.O.B SET 1/2' REBAR p N86022'17"W 330.00' P.O.C,_"" NE CORNER SE1/4 SW1/4 SECTI❑N 22 POWER POLE LIGHT POLE R GUY WIRE ANCHOR a T s SIGN REDUCED PRESSURE ZONE _ — WATER VALVE WATER SPIGOT IRRIGATION CONTROL VALVE WATER MAN —HOLE WATER METER SANITARY SEWER MAN —HOLE STORM DRAIN MAN —HOLE — FIRE HYDRANT CABLE RISER BASIS OF BEARING: GAS METER 0'D NAD-83 GRID NORTH GAS MARKER P ARSP NORTH ZONE. FIBER OPTIC MARKER P FIBER OPTIC PEDESTAL 0 30' 60' 120° COMPUTED POINTS iiiiiii ELECTRIC PEDESTAL El SCALE: 1"= 60' TELEPHONE PEDESTAL AIR CONDITIONER UNIT C CONCRETE BOLLARD DROP INLET GRATE HANDICAP PARKING BOUNDARY CORNER MARKER— O POINT OF BEGINNING P.O.B. ELEVATION ELEV. /VO TES SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE NORTH ZONE AS DETERMINED BY GPS 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 EASEMENTS, RESTRICTIVE COVENANTS, 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 VERIFYING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. (IF APPLICABLE). SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS i 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 2022 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHTS RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED AND OR ALTERED IN ANY WAY WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. PROPERTY DESCRIPTION FROM SURVEY: PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 22, TOWNSHIP 02 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, THENCE NORTH 86 DEGREES 22 MINUTES 17 SECONDS WEST 330.00 FEET TO A SET ONE HALF INCH REBAR AND THE POINT OF BEGINNING; THENCE SOUTH 01 DEGREE 29 MINUTES 24 SECONDS WEST 1202.77 FEET TO A SET ONE HALF INCH REBAR ON THE NORTHERN RIGHT OF WAY LINE OF CANTRELL ROAD; THENCE ALONG THE SAID NORTHERN RIGHT OF WAY LINE OF CANTRELL ROAD FOR THE FOLLOWING THREE (3) CHORD BEARINGS AND DISTANCES; THENCE 239.54 FEET ALONG THE ARC OF A 1313.24 RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF NORTH 73 DEGREES 33 MINUTES 30 SECONDS WEST 239.20 FEET TO A SET ONE HALF INCH REBAR; THENCE NORTH 50 DEGREES 20 MINUTES 09 SECONDS WEST 20.65 FEET TO A SET ONE HALF INCH REBAR; THENCE NORTH 70 DEGREES 58 MINUTES 59 SECONDS WEST 78.06 FEET TO A SET ONE HALF INCH REBAR; THENCE DEPARTING THE SAID NORTHERN RIGHT OF WAY LINE NORTH 01 DEGREE 04 MINUTES 48 SECONDS EAST 1117.13 FEET TO A SET ONE HALF INCH REBAR; THENCE SOUTH 86 DEGREES 22 MINUTES 17 SECONDS EAST 330.00 FEET TO THE POINT OF BEGINNING, CONTAINING 377,894 SQUARE FEET OR 8.68 ACRES MORE OR LESS. PRELIMINARY SURVEY Asc—server\working data\Land Projects 2004\02N_13W SECTION 22\DWG\SECTION 22.dwg DATE: 03-09-2022 SCALE: 1 "= 60' DRAWN BY: MSF CHECKED BY: MSF FILE NAME: SECTION 22 i ARKANSAS SURVEYING & CONSULTING W> 0,2 6 S�4 L E M R OA Z71 W BENTON, ARKANSAS 72 0 > 9 V I%ksjcw@ W TELE. OFFICE (501) 794 —450O W HOLLY GROVE ARKANSAS, 72069 V W WEB SITE: ascsurveyors. cornW W TELE OFFICE (870) 462-0844V AMY THCUTE 10100 CANTRELL RD, LITTLE ROCK, AR PROPERTY SURVEY 500-02N-13W-0-22-320-60-1467