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HomeMy WebLinkAboutS-1921 MapOUND 3/4" REBAR N 125530.446 E 1237210.068 O C\2 W 0 C\2 O O LOT 1 1.80 ACRES± /REBAR FOUND 3/4" S88°1622"W 398.58' N 125332.065 E 1237215.578 CERTIFICATE OF SURVEYING ACCURACY S88049'54"E 693.13' C.0 LO C\2 r� O O co N 125331.188 E 1237561.381 I, Marion Scott Foster , hereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been complied with. 02-25-2021 &r:- ' L Date of Execution Marion Scott Foster P.S. Professional Surveyor1467 CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. This certificate is hereby executed under the authority of said rules and re ul do S. y 2-1 Date of Execution (Signed) L. R. Planning Commission CERTIFICATE OF FINAL APPROVAL Pursuant of the Pulaski County Subdivision and Development Code, this document was given approval by the Pulaski County Planning Boar, All of the conditions of approval having been completed, this document is hereby accepted and this certification executed under the authority of said code. This certificate shall expire 4-22�-22. 4`29 far(-6, I"` Date of Execution ame(signature) Pulaski County Planning & CERTIFICATE OF OWNER Development Director We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and su7ame said real estate in accordance with this plat. Vtf Dat of xecution Address "2 //® Source of Title: D.R. Page2011 I'Inllstrument No. 022599 CERTIFICATE OF RECORDING 111111IIIIIIIINII 1111III1NINIII 2021037327 ........ g.n+.2m. nguµ, AM RECORDED: 09-01-202110:00'. 20 AM W In Official Records o Terri wort Circuit/County Clerk This document, number N1�1record 2019, in Plat Boo < / Page j L ACC b4f l03a-324 (Name) Clerk Asc-server\working date\Land Projects 2004\01N_12W DIXON ROAD\SECTION 36 dwg =LAND OF= ROBERT GILBERT N 10255488.375 N88049'54"W E 1237869.996 27.48' FOUND 5/8" REBAR SO1D21'12"W 40' WEST OF CORN E\� 27.5' 12.0 0' GRAVEL DRIVE 9 54))W 295.98' LOT 2 1.08 ACRES± J � S88016'22"W 296.00' =LAND OF= CHIDI UKEGBU OF AUT�o�� ARKANSAS SURVEYING AND U CONSULTING Z INC. y NO. 1462 . �O S T ERA 4 STATE OF 10 ARKANSAS NO. 1467 �T ms g fZ_ ES• Z! \s'ONAL FLOOD INFORMATION Z 0 1= H L 0 J';•-� oa_ o C\2 \ C\2 c---I rO^ V 1 P.O.B. LOT 2 S88016122"Wt .09) /V O BASIS OF BEARING: NAD-83 GRID NORTH ARSP NORTH ZONE. 0 25• 50• i001 ( IN FEET) SCALE: I"= 50'FT. O CERTIFICATE OF FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X" OF THE FLOOD INSURANCE RATE MAP, MAP NUMBER: 05179 PANEL NUMBER: 049OG WHICH BEARS AN EFFECTIVE DATE OF JULY 06, 2015 AND IS IN AN AREA OF MINIMAL FLOODING. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ROTC, LOTS 1 & 2 SE CORNER NE1/4 NW1/4 SECTI❑N 36 AS SHOWN ON SURVEY BY D❑NALD W. BROOKS DATED 9-13-1993 -- a LEGEND LIGHT POWER E POLE + 4 SIGN WATER VALVE WATER METER m SANITARY SEWER MAN -HOLE — TELEPHONE PEDESTAL a FIRE HYDRANT R GAS METER A DROP INLET GRATE HANDICAP PARKING COMPUTED POINTS CONCRETE—CONC. GUY WIRE ANCHORG.W.A, 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 �q Q 0 THIS z SURVEY a 4:oei I lo'•me Cutoff SITE LOCATION MAP NO SCALE PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN PROPERTY DESCRIPTION FROM SURVEY (LOT 1): ACCURATE AND CURRENT TITLE SEARCH MAY PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF DISCLOSE. SECTION 36 TOWNSHIP 1 NORTH RANGE 12 WEST PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARY DESCRIBED AS FOLLOWS; NO STATEMENT IS MADE AS TO THE EXISTENCE OR COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHEAST LOCATION, EXCEPT WHERE SHOWN OF ANY QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH 01 DEGREES PROPERTY CORNER MONUMENTS. 12 MINUTES 58 SECONDS EAST 762.07 FEET ALONG THE EAST LINE OF NO STATEMENT IS MADE CONCERNING SUBSURFACE THE SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER TO A CONDITIONS. POINT; THENCE DEPARTING SAID EAST LINE NORTH 88 DEGREES 49 MINUTES 54 SECONDS WEST 27.48 FEET TO THE POINT OF BEGINNING; CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL THENCE SOUTH 01 DEGREE 21 MINUTES 12 SECONDS WEST 12.00 FEET MEASUREMENTS PRIOR TO BEGINNING TO A POINT; THENCE NORTH 88 DEGREES 49 MINUTES 554 SECONDS CONSTRUCTION. (IF APPLICABLE). WEST 295.98 FEET TO A POINT; THENCE SOUTH 01 DEGREE 12 MINUTES 58 SECONDS WEST 166.06 FEET TO A POINT; THENCE SOUTH 88 SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL DEGREES 16 MINUTES 22 SECONDS WEST 398.58 FEETTO A FOUND AND SIGNATURE OF SURVEYOR IN RED PRESENT ON THREE FOURTHS INCH REBAR; THENCE NORTH 01 DEGREE 29 MINUTES IT. 00 SECONDS EAST 198.20 FEET TO A FOUND THREE FOURTHS INCH UTILITIES NOT FIELD VERIFIED. NO OTHER REBAR; THENCE SOUTH 88 DEGREES 49 MINUTES 54 SECONDS EAST STATEMENT IS MADE AS TO UTILITY EXISTENCE OR 693.13 FEET TO THE POINT OF BEGINNING CONTAINING 78,346 SQUARE LOCATION. FEET OR 1.80 ACRES MORE OR LESS. SUBJECT TO RIGHT OF WAY FOR EAST DIXON ROAD ALONG THE EAST SIDE. I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, CORNER MONUMENTS HAVE PROPERTY DESCRIPTION FROM SURVEY (LOT 2): BEEN ESTABLISHED IN ACCORDANCE WITH EXISTING PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF MONUMENTATION IN THE AREA AND IMPROVEMENTS SECTION 36 TOWNSHIP 1 NORTH RANGE 12 WEST PULASKI COUNTY, IF ANY ARE AS SHOWN HEREON. ARKANSAS BEING MORE PARTICULARY DESCRIBED AS FOLLOWS; DECLARATION IS MADE TO ORIGINAL PURCHASER OF COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHEAST THE SURVEY. IT IS NOT TRANSFERABLE TO QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH 01 DEGREES ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 12 MINUTES 58 SECONDS EAST 610.69 FEET ALONG THE EAST LINE OF THE SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER TO A © COPYRIGHT 2021 ARKANSAS SURVEYING AND POINT; THENCE DEPARTING SAID EAST LINE SOUTH 88 DEGREES 16 CONSULTING, INC. ALL RIGHTS RESERVED. THIS MINUTES 22 SECONDS WEST 27.89 FEET TO THE POINT OF BEGINNING; DOCUMENT CANNOT BE REPRODUCED AND OR THENCE SOUTH 88 DEGREES 16 MINUTES 22 SECONDS WEST 296.00 ALTERED IN ANY WAY WITHOUT THE WRITTEN FEET TO A POINT; THENCE NORTH 01 DEGREE 12 MINUTES 58 SECONDS AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. EAST 166.06 FEET TO A POINT; THENCE SOUTH 88 DEGREES 49 MINUTES 54 SECONDS EAST 295.98 FEET TO A POINT; THENCE SOUTH 01 DEGREE 12 MINUTES 12 SECONDS WEST 151.11 FEET TO THE POINT OF BEGINNING, CONTAINING 46,908 SQUARE FEET OR 1.08 ACRES MORE OR LESS. SUBJECT TO RIGHT OF WAY FOR EAST DIXON ROAD ALONG THE EAST SIDE. FINAL PLAT OF R THOMPSON ADDITION OF THE NE1/4 OF THE NW1/4 OF SECTION 36 T-1-N R-12-W, REV. DATE: 04-13-2021 PULASKI COUNTY, ARKANSAS DATE: 02-25-2021 ARKANSAS SURVEYING &CONSULTING WBENTON, ARKANSA -,020 9w 0 WTELE. OFFICE (501) 794-45009 HOLLY GROVE ARKANSAS, 08 r WEB SITE: ascsurveyors. corn, f I TELE OFFICE (870) 462-08449 44� RYAN THOMPSON SCALE: 1 "= 50' 2110 EAST DIXON ROAD DRAWN BY: MSF LITTLE ROCK, ARKANSAS CHECKED BY: MSF FILENAME: SECTION 36 FP I N A L, P T-,A rr 4 u�M,+akf s. r r tn" t �5r4 :S '' pY, 3 -- -w e uft } r - i w �"t'�`� _ y� r ,yP r