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HomeMy WebLinkAboutZ-8725 Map 1J �I cu (U W —01 = Z � W F \ f Q wwp0 Z U U ED 1 F- 3wo O Z U 0-(vz Q n W W w j W R gLLI Z¢0 O M LLj U00 W O Q Z to W Aa BASIS OF BEARING: NAD-83 GRID NORTH NORTH ZONE. 5 0 50 SCALE: 1 " = 50' PROPERTY DESCRIPTI[IN PROVIDED BY CLIENT THE NORTH 132 FEET OF 7HE SOUTH 264 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTI❑N 32 TOWNSHIP 1 NORTH RANGE 12 WEST, i FOUND MAG _ NAIL /—S89021'53"E 5.00' a ; 0 wu rf Cj .rr r.,�� o .X; c s 2° Ll o W � � I z w d" O �w O o¢ �¢ Op C\2 w� O z3 w U O �o Z w I— zLn w� U EXISTING R/W LINE N00001'35"E ` 132.00' —PROPOSED R/W LINE SET COTTON PICKER SPINDLE CONTROL P❑INT '53'V 5.00' IND MAG NAIL FOUND 3/4' REBAR USED FOR THE SW CORNER NE1/4 NE1/4 SECTION 32 AS SHOWN ON SURVEY BY HAROLD DEWAYNE DIXON DATED 10-31-97 AND ON SURVEY BY DONALD W. BROOKS DATED 10-20-99 PART OF THE NE1/4 NE1/4 4.07 ACRES 20' WIDE SANITARY SEA EASEMENT FOUND MAG NAIL 'Q /-S89021'53"E 5.00' 1. Y„ F O- EXISTING R/W LINE cC\2 o 9 99 N00 01 35 E I-P CAD co 132.00' O o _ o co PROPOSED R/W LINE U) .V Z O SET COTTON PICKER SPINDLE CONTROL POINT a : Y \�N89021'53"W 5.00' � 25.00' W FOUND MAG zLLJ C� NAIL � W o Q Q 0 C\2 z 3 Ld O � O W I--- _ Z L7 u AM 0 RIGHT OF WAY DEDICATION DESCRIPTION FROM SURVEY: A PART OF NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 1 NORTH, RANGE 12 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND 3/4 INCH REBAR BEING USED AS THE SOUTHWEST CORNER OF THE SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER; THENCE NORTH 00 DEGREES 01 MINUTES 34 SECONDS EAST 132.00 FEET ALONG THE WEST LINE OF THE SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER TO A FOUND MAG NAIL; THENCE SOUTH 89 DEGREES 21 MINUTES 53 SECONDS EAST 25.00 FEET TO THE EISTING EAST RIGHT OF WAY LINE OF JAMISON ROAD AND THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 01 MINUTES 34 SECONDS EAST 132.00 FEET ALONG THE SAID EAST RIGHT OF WAY LINE TO A POINT; THENCE SOUTH 89 DEGREES 21 MINUTES 53 SECONDS EAST 5.00 FEET TO A POINT ON THE PROPOSED EAST RIGHT OF WAY LINE; THENCE SOUTH 00 DEGREES 01 MINUTES 34 SECONDS WEST 132.00 FEET ALONG THE PROPOSED EAST RIGHT OF WAY LINE TO A POINT; THENCE NORTH 89 DEGREES 21 MINUTES 53 SECONDS WEST 5.00 FEET, TO THE POINT OF BEGINNING, CONTAINING 660 SQUARE FEET OR 0.01 ACRES, MORE OR LESS. RIGHT OF WAY DETAIL S89021'53"E 1344.50' N89021'53"W 1344.50' LEGEND POWER POLE LIGHT POLE + SI GN Q WATER VALVE/METER— SANITARY SEWER MAN -HOLE —® TELEPHONE PEDESTAL FIRE HYDRANT GAS METER f� SATELLITE DISH DROP INLET GRATE HANDICAP PARKING 0 BASELINE POINTS CONCRETE--CONC. C,U Y"--WIRE---A_1 CU R G:W.A- POINT OF BEGINNING ---P.O.B. ELEVATION-- rLEV. NOTES SURVEY BEARINGS ARE BASED ON SURVEYE BY DONALD W. BROOKS FOR TWIN CITY TRANSPORTATION INC. DATED 10-20-99. 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 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 2011 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHT RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. SL'�N l DATE: 01-05-2012 SCALE: 1 "= 50' DRAWN BY: MSF CHECKED BY: MSF JAMISON ROAD.DWG FOUND 5/8' REBAR AT LOCATION OF A FOUND WOODEN STAKE ❑RIGIN UNKNOWN . FOUND 5, REBAR E!� cz �o ZV O O C' O �P Lmj FOUND 1 1/4' PIPE USED FOR THE SE CORNER NE1/4 NE1/4 SECTION AS SHOWN ON SURVEY BY ON SURVEY BY DONALD W. BROOKS DATED 10-20-99 I S IT SUE"M 7 P .I a k I At E 207E a=n= l •.wr..tlecmc am �C. ■.�7�.. VN iQV V) Mt.b,.n .- SITE LOCATION MAP (NO SCALE) ARKANSAS SURVEYING & CONSULTING C ENT D SALEM FZOA� V ■ BENTOESN, ARKAN4_�;A 72019V STELE. C5013 7S —4S00F �501D 794-4S0AL MALVERN AR OFFICE 304-2723 r V E- MAIL: survey_man—jr@hotmail.com� OF AUTx SAS f SURVEYING AND CONSULTING INC. NO. 1462 ��" O • R rr" �ZST VAN BRODERIC ARMSTEAD 7BB JAMISON ROAD PERTY SURVEY 500-01N-12W-0-32-110-60-1467 r