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HomeMy WebLinkAbout4884Aay x 36 p7/ �112' NIR WITNESS 25.00' C6 h s\ / Qv 0J �J x S62'04'06"W 4p05 63.82' S62 S3,f' CURVE TABLE No. Len. Radlus Delta Bearing Chord C 1 235.86' 6278.88' 2'09' S35'59 23'E 235.84' C2 303.98' 4652.05' 3'45' S3647'08 E 303.92' C3 85.21' 612.79' 758' S522932"W 85.14' C4 270.4 1' 1059.77' 14'37' S553436 "W 269.67' C5 58.18' 451.52' 723' N25'43'07"W 58.14' C6 393.24' 6692.69' 3'22' N23'42'37"W 393.18' C7 24.16' 849.90' 1'38' N24'34'45"W 24.16' SURVEYOR'S NOTES: 1. No Instruments of Record reflecting easements, rights of way, and/or ownership were furnished to the Surveyor, except as shown hereon. The Surveyor has made no attempt to access the public records for any easements. Subject to any easements, regulations or restrictions in effect at the time of this survey. No title opinion is expressed or implied. 2. The Surveyor has made no attempt to locate underground utilities, underground foundations, underground encroachments or underground improvements, except as shown hereon. Actual location of all underground utilities should be verified through Tennessee 1 Call (1-800-351-1111) or the utility provider prior to any excavation or construction. 3. This property is not located in a flood hazard area according to FEMA Flood Insurance Rate Map 47009CO225C, dated September 19, 2007. 4. GNSS data for this survey was derived using Static GPS procedures on November 26, 2025 using Trimble R12 dual frequency GPS receivers. The grid coordinates of the Fixed Station shown hereon were derived from a solution using Trimble Post -Processing Service as referenced to NAD83(2011), Epoch(2010.0), GEO/018. The relative positional accuracy of the GPS vectors does not exceed H-0.01' and V-0.04. Combined Grid Factor=0.99990471 centered on Fixed Station 501, as shown hereon. CARTER WDB 672 PG 396 N49'01'49 E 2137.31' �ry o N49401'49"E 401.45' TRACT 2 ±24.042 Ac. 3 TRACT 1 f5.012 Ac. o h r � \1 Ii II FS 501 e 1 1/2" IRON ROD N-502793.44 A�aENCE I I E-2521692.89 N54'59'15 E 112 NIR ELEV-f069.83 WITNESS 470.88' WITNESS 0 0- -L-x= 25.00'� x z ---x ._,� x x x x x- 354.17' -" C4 S48' 16'01 "W S48' 16'01 "W 221.63' ACKNOWLEDGEMENT AS TO STOOKSBURY PROPERTY.' The undersigned hereby acknowledges that they are familiar with the conditions shown on the underlying plat and that he has the authority to execute the document on behalf of the above named entity. DECEASED Owner - Richard W. S oo s ury DoFe " RO / SITE / 0 v c LEGEND: POC POINT OF COMMENCEMENT POB POINT OF BEGINNING EIR EXISTING IRON ROD EIP EXISTING IRON PIPE NIR NEW IRON ROD A= ARC LENGTH R= RADIUS D= CENTRAL ANGLE (DELTA) B= CHORD BEARING C= CHORD LENGTH Ac. ACRES SF SQUARE FEET WDB WARRANTY DEED BOOK MRB MISC. RECORD BOOK PG PAGE TYP TYPICAL R/W RIGHT-OF-WAY CENTERLINE 0 FIXED STATION BOUNDARY LINE - ROAD CENTERLINE EDGE OF ROAD - - - - - - - EDGE OF GRAVEL/ROAD -x x- FENCE LINE 1/2" NIR ESS WITH 25.00' N45' 1450'E] 75789' 2� x I x TRACT 2 x f24.042 Ac. 'v N N h x h x NOTE: BOUNDARY CORNERS ALONG THE CENTERLINE OF ' ROADS ARE UNMONUMENT£D x 1/2" NIR WITNESS 25.00 _x x 120.50' x x x x-530.17'-x x P.O.B.-S49'07'O6"W x- S49'07'06"W MEADOW ROAD 179.84' (PUBLIC R/W) S3T03'57 E 55.79' OWNERS: RICHARD & MARY JANE STOOKSURY 866 MEADOW RD GREENBACK, TN 37742 WDB 443 PG 463 TAX MAP 076 PARCEL 054.00 100' 50, 0 100' 200' I" = 100' Phyllis Lee Crisp, Register SURVEYOR'S CERTIFICATION OF EXEMPT PLAT: Blount County Tennessee Rec #: 690382 Rec'd: 15.00 Instr=ont #: 3026059 1 hereby certify that this plat qualifies under the provisions of Section State: 0.00 13-3-401 of the Tennessee Code Annotated and is exempt from the Clerk: 0.00 Recorded Other: 2.00 2/3/2026 at 1:05 PM requirements of the Blount County Planning Commission, because (a) Total: 17Main pOFile FILE Pgs 4884A-48B4A no new street or utility construction is required, and (b) all tracts are five (5)acncresss or greater in size. V� � • ! •Z9.Zl� CFi s o ee�i r €.'Gotbrt Da e 3582 Registration Number -State of Tennessee 001111111111 �J '� p LAN'" •. ,�• xvl s�•. SURVEYOR'S CERTIFICATION: G I hereby certify that this is a Category survey, the ratio of _ AG Y Y 9 rY Y. precision of the unadjusted survey is 1: 10,000 or greater as shown hereon, g �c and this.survey was done in compliance with current Tennessee Minimum Standards of Practice. SINCE 1979 STERLING E N G I N.E E R I N G, I N C. LAND SURVEYING CIVIL ENGINEERING CONSULTING LAND PLANNING 1020 WILIJAM BLOUNT DRIVE MARYVILLE, TENNESSEE 37802-8401 P.O. BOX 4878 MARYVILLE, TENNESSEE 37802-4878 PHONE: 865-984-3905 FAX: 865-981-2815 www.sterling.us.com a O M �+ z x v/ x z o ©Co ht 2025 St ding Englneetlng, Inc. NI' RIBRIn R....d Z V) m Q SHEET BS DESIGNED: DRAWN: CEG CHECKED: DATE: 1/29/25 SCALE: 1 " = 100' DRAWING: 8490-BS PROJECT NO: SEI#8490