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HomeMy WebLinkAbout4889BIS 24 PARCEL OWNER, ADDRESS, AND SOURCE OF TITLE TN ALCOA MARCONI, LLC. 201 RIVERPLACE, SUITE 400 GREENVILLE, SC 29601 DEED BOOK 2724 PAGE 805 PLAT BOOK 4649A BENCHMARK DATA: {b BENCHMARK 84 N: 635172.19 E:2565711.53 ELEV: 876.72 '$'BENCHMARK91 N: 534372.44 E:2565691.98 ELEV: 864.67 DATUMS USED IN THIS SURVE WERE: TN NAVD83 - HORIZONTAL l TN NAVD88 - VERTICAL GPS NOTE THE SURVEY SHOWN HEREON IS BASED ON GPS DATA COLLECTED BY ACES USING BOTH STATIC & RTK METHODS WITH DUAL FREQUENCY SPECTRA PRECISION SP80 GGD RECEIVERS. THE ENTIRETY OF THE DATA COLLECTED FOR THIS SURVEY WAS DONE SO THROUGH GPS MEANS WHEN ACCEPTABLE AND BY CONVENTIONAL MEANS, FROM GPS CONTROL POINTS WHEN NECESSARY. THE ACCURACY OF THE CONTROL POINTS USED TO LOCATE CORNER MONUMENTS BY CONVENTIONAL METHODS WAS VERIFIED BY DIRECT TOTAL STATION MEASUREMENT. REDUNDANT MEASUREMENTS WERE TAKEN TO ENSURE THE QUALITY OF THE GPS DATA USED TO ESTABLISH CORNER MONUMENTS. SURVEYOR'S CERTIFICATE I DO HEREBY CERTIFY THAT: THE URBAN (CATEGORY 1) SURVEY SHOWN HEREON WAS COMPLETED ON NOVEMBER 6, 2025 AND WAS PERFORMED UNDER MY DIRECTION USING APPROPRIATE GPS METHODS FOR MEASURING RECOVERED MONUMENTS AND ESTABLISHING SURVEY CONTROL AND/OR BY THE METHOD OF RANDOM TRAVERSE; THE UNADJUSTED MATHEMATICAL ERROR OF CLOSURE OF THE TRAVERSE AND THE THEORETICAL UNCERTAINTY OF THE CORNERS ESTABLISHED MEET OR EXCEED THE SPECIFIED TOLERANCES SET FORTH BY THE RULES OF TENNESSEE STATE BOARD OF EXAMINERS FOR LAND SURVEYORS, CHAPTER 0820-03 - STANDARDS OF PRACTICE. THE BEARINGS AND DISTANCES SHOWN HEREON HAVE NOT BEEN ADJUSTED FOR CLOSURE AND ARE BASED ON GRID NORTH AS ESTABLISHED BY TN STATE PLANE COORDINATES (ZONE 4100, GEOID 18), TAKEN FROM STATIC GPS OBSERVATION. )4 1/u /24 JEFFF AR- NOIZ[VLS # 2526 DATE Know dig. 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HALL ROAD (TN 35 N / US 73) - T 0 BEARING DISTANCE -\ O LINE L1 N 37°16'49" W 5.31' L2 S 52018'56" W 15.00, L3 S 71043'23" W 14.75' 7 II. �1 I II I, II it I I i it ICI I I I II CBI RIM: 662.53 INV: 858� S 1- -"--'- II I II I 40' 'I � r II It I � I 1/2" DIA III Z �11 REBAR I N FOUND Y r-„ A II I � I - 1 I I III r rn I � I I III C U tL III I cef \ RIM: 86430 INV: 854S� 1 II i I II REBAR FOUND"' CROSSWALK I SHEET 1 OF 2 CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 2310,92' 129.31' 129.29' S 47°22'35" W 3°12'21" PROJECT/CLIENT: LEGEND SS SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT y ANCHOR UTILITY POLE SIGNAL POLE 0 ELECTRIC BOX ELECTRIC METER ® GAS VALVE ►t WATER VALVE WATER METER �FH FIRE HYDRANT ® GAS METER O TELEPHONE PEDESTAL © STORM SEWER MANHOLE ® DROP BOX INLET CURB BOX INLET PIPE BOLLARD GUTTER OUTLET ROAD SIGN 'a TREE ^P� MAILBOX LAMP POLE BSBL BUILDING SET BACK LINE ESOL EACH SIDE OF LINE PUE PUBLIC UTILITY EASEMENT FFE FINISHED FLOOR ELEVATION - - PROPERTY LINE - - - - - - - - - - - - SETBACK LINE - ' - ' - ' - EASEMENTS LOT LINE TO BE ABANDONED - CENTERLINE E UNDERGROUND ELECTRIC G GAS LINE OH OVERHEAD UTILITIES T BURIED TELEPHONE SS SANITARY SEWER LINE w WATER LINE ST STORM SEWER LINE X FENCE LINE Phyllis Lee Crisp, Register Blount County Tennessee Roc #: 690825 Roc d: 15.00 Instrument #: 3026634 State: 0.00 Clerk: 0.00 Recorded '.. Other: 2.00 2/11/2026 at 11:00 AM Total: 17.00 in Map File FILE Pgs 4889E-4889B 0' 30' 60' 90, GRAPHIC SCALE: 1" = 30' AS BUILT PLAT OF CORRECTION To LOT 2R2-6 TN ALCOA MARCONI, LLC. 201 RIVERPLACE, SUITE 400 GREENVILLE, SC 296oi DRAWN BY: L. CONWAY DATE: i-6-2o26 SCALE: I" = 30' CHECKED BY: J. ARNOLD PROJECT NUMBER: 25-1254-L PREPARED BY: LI. ARNOLD CONSULTING ENGINEERING ® SERVICES, INC. �+t P.O. BOX 1338 BOWLING GREEN, KY 42101 t PHONE (270) 780-9445 Z:\SITEDEVELOPMENT\2024 PROJECTS\REALTY LINK - JIM NICKS ALCOA MARCO N RSU RVEY\AS BUILT.DWG