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Home My WebLink AboutZ-9605 SurveyP,O.0 FOUND 1/2 REBAR NW CORNER SW1/4 SE1/4 SECTION 35 T-2N-R-14W I S01032'44" W \ 3"74.82' \ d P,0,B DELTIC REAL \` ESTATES —\ PRIVATE DRI ✓E '� N010 32' 45" E 97.18'� N01" 32' 45"E 2 a6.95' 1''x;_jl 21101 kSAUS I CART RD 1N1( vl'.13i1T LI?`,,_1_. S57° 15' 18" C H=16.82' R=925.00 =16.82 9570 46' 33"E 6.74' \.\ S59° 34' 31"E CH=114.62' R=1825.00 =114.63 r' -2 TO -3 t OF T- S*O HIE,"' E� � �� I��III � . �I� � II �� 42 NQF�� CrOL. "A.S: , NCI PA ;N N, T E III sou tee_ R1,31NN;LFH Rill EI ;I wARIN a S - - ALONG u ,VING ' :-E SOS.' _ - PQI;. 6 MIrJ v_.I Q A I FE UO FOOT I I. a`nJE T0 HAVING A C.�`.. IIN1UTF 1 `uIl ANDS E.A,..t TO A Pn �,-7: _� ,Sri A.S10E E®T TO , = al 16" ALONG TE A I 7. HA ING A 10RI AND f SOUTH uT TO A POI1' TI ' a ")U 3 MII T 10 - IORTH RQ1 m 1iS ROAD; TH ROW TI 1� 1-) SO II OEGRL.. . 3 FE TO A PGA SRC OF A �E LEFT, CH Iu11 u N ES 29 )3 FEES 9 II ,„ �P_. Iu Q THE L_ ;a U : 83 126. I,,I III .I I �� I : I-�I I or. � S . EL A POINT; E ADS b 97.18 F., : I° f h � I N I C' ..R-2" TO °'C-3.0 2.70 ACRES# S610 22' 29"E: 288.60' S830 29' 22" 5V l l CH=268.03` R=10975.00 i BASIS OF BEARING: NAD-83 GRID NORTH ARSP NORTH ZONE. SC: I l r I .,., rT. POWER POLE LIGHT POLE GUY WIRE ANCHOR SIGN REDUCED PRESSURE ZONE -- WATER VALVE WATER SPIGOT WATER MAN —HOLE WATER METER SANITARY SEWER MAN —HOLE STORM DRAIN MAN —HOLE FIRE HYDRANT ------ ___- CABLE RISER ----- GAS METER ----- GAS MARKER — ----- FIBER OPTIC MARKER---___ FIBER OPTIC PEDESTAL ---__. COMPUTED POINTS ELECTRIC PEDESTAL TELEPHONE PEDESTAL DROP INLET GRATE HANDICAP PARKING y 1 CONCRETE CONC. POINT OF BEGINNING P.O.B. ELEVATION ELEV.� NOTES 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 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 2021 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. ARKANSAs SURVEY1NG AND CONSUILT:NG INC. N'T 1462 ' STATE OF <) AREANSAS N0. 1467 � smcxAu��; NAB _ DAI E : 06-30-2021 ARVNc S SURVEYING . LILTING IYITI C aEAL ESTATE SCALE: 1 "= 50' 1 V17 DRAWN BY: MSF/G-DD � � 3Z2VT 2V, RRA 7201sV I " .,:.:.. ALE. �)�� (5�») 79�-�S��J� � �RAC� 5 EASEMENT SURVEY CHECKED :- <_LY GROVE ARrrsAs, 72969W N-14W-0-3 5-230 —60-14UyIVI: TO SCOTT !WE23 SITE: ascsurzeycrs. corn _ELE OFFICE (870) 462-0844w 500-02 -J__�6o'5