HomeMy WebLinkAboutSW4210803_Plansheet C-1.0 - Existing Conditions/Survey_20220120I
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EDWARO VERGE e
NIFONG, JR.
/ / < DB 490 PC 2 TAX PARCEL
462
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" PIN ID: #6810-04-83-9326
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WOODS
ESP Associates, Inc.
20484 Chartwell Center Dr.
Suite D
Cornelius, NC 28031
704-990-9428
www.espassociates.com
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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 <`
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•®®• 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