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HomeMy WebLinkAboutSW4210803_Plansheet C-1.0 - Existing Conditions/Survey_20220120I / � I �I \ � ua ar- z �_ o` � ell / / F / / \ I \ F I. �37 � W/ \ � G \ � a. t 4,j STRAWBERRY FIELD /r• , � w 854.3 F \w \ / N F EDWARO VERGE e NIFONG, JR. / / < DB 490 PC 2 TAX PARCEL 462 / #0301400000021 F \ " PIN ID: #6810-04-83-9326 `V 4i FOUND #6 _. REBAR F FOUND #6 _ \.. FOUND #6 REBAR REBAR M. TBM# " CONTALRPOINT ELE VAT ION=852.55 F / FOUND #6REBAR \ \ M, / 8 v ih w i LEASE � AREA \ r 171111 It k o e I ", �,• ✓ ff .l i ,l' 1 WOODS ESP Associates, Inc. 20484 Chartwell Center Dr. Suite D Cornelius, NC 28031 704-990-9428 www.espassociates.com r This drawing and/or the design shown are the property of ESP Associates, Inc. The reproduction, alteration, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ESP Associates, Inc. I BAR SCALE 1 "=50' 0 25 50 100 ENTERPRISE RD. VICINITY MAP NO SCALE NOES_ 1. HORIZONTAL CONTROL AND TIE TO NGS MONUMENT "FRYE" ESTABLISHED WITH CPS SURVEY USING NCGS VRS NETWORK. HORIZONTAL DATUM - NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD 83/2011). 2. PROJECT BENCH MARK: NGS MONUMENT "FRYE" NC GRID COORDS NAD 83(2011) N=796,056.3 E=1,591,218.90 ELEV=742.67' (NAVD 88) 3. CONTOUR INTERVAL = 1 FOOT. 4. THIS IS NOT A BOUNDARY SURVEY, THIS PLAT IS FOR TOPOGRAPHIC SURVEY INFORMATION ONLY. 5. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS, EASEMENTS AND/OR RIGHTS -OF -WAY. 6. SUBJECT TRACT ZONED: RA3 (PER DAVIDSON COUNTY GIS) 7. SUBJECT TAX PARCEL: #0301400000021 8. SUBJECT TRACT DEED REFERENCE: DB 490 PG 462. 9. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. LEGEND DB = DEED BOOK PG = PAGE PB = PLAT BOOK R/W = RIGHT OF WAY N/F = NOW OR FORMERLY NAD = NORTH AMERICAN DATUM NGS = NATIONAL GEODETIC SURVEY PVC = POLYVINYL CHLORIDE PIPE EP = EDGE OF PAVEMENT CONC. = CONCRETE 0 = FOUND CORNER (AS DESCRIBED) > = GUY ANCHOR `Q. = UTILITY POLE = PROPERTY LINE (NOT SURVEYED) E E E = OVERHEAD UTILITY LINE = RIGHT OF WAY —ST ST ST = STORM DRAINAGE LINE = CENTERLINE OF DITCH/CREEK = TREE LINE = ASPHALT ji = CONCRETE PAD/WALK/DRIVE GRAVEL DRIVE 717.1 = SPOT ELEVATION = TEMPORARY BENCHMARK (TBM) = DUKE POWER TRANSMISSION LINE TOWER VN ®®•° N C ARO -1%,® rQ SEAL <` r L-4161�0 -9 •®®• CAR®'•o 0 ®. LICENSE NO. F-1407 I, WILLIAM P. FINKE. CERTIFY THAT THIS PARTIAL TOPOGRAPHIC SURVEY WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1606)." THI K . LEA OF �•`4. 2021: ---��� __ WILL M INKE NORTH CAROLINA PROFESSIONAL LAND SURVEYOR L-#4161 N0. DATE REVISION BY PARTIAL TOPOGRAPHIC SURVEY OF A PORTION OF TAX PARCEL #0301400000021 (LEXINGTON SUBSTATION 3) pR°JE V1NO 8 800.000 SCALE 1 "= 50' DATE 05/12/21 DRAWN BY RLS LOCATED IN: ARCADIA TOWNSHIP DAVIDSON COUNTY NORTH CAROLINA CHECKED B WPF DATE SURVEYED MAY, 2021 DRAWING NO IV18-TOPO.DWG SHEET 1 OF 1 CLIENT: SOUTHEASTERN CONSULTING ENGINEERS, INC. 600 MN -ET LAI\E — PO BOX 240436 CHARLOTTE, NCR1H CAROJNA, 28224 (704) 523-6045