SW4210803_As-Built - Calculations_20240129

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// / / \ \/ \ \\ I VICINITY MAP NO SCALE
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\�/ \ / \�E\ NOTES
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\4. \ // 4, I 1.HORIZONTAL CONTROL AND TIE TO NGS MONUMENT"FRYE'ESTABLISHED WITH GPO SURVEY
/ \ USING NCGS VRS NETWORK.HORIZONTAL DATUM-NORTH CAROLINA STATE PLANE COORDINATE
/0 \ I SYSTEM(NAD 83/2011).
\ /0 \ \
2.PROJECT BENCH MARK: NOS MONUMENT"FRYE"
NC GRID COORDS
0 / \ NOD 83(2011)
\ / \ CO \ E=1,591,268390
0 I30'NG R/W FOR
ELEV=742.67'(NAND 88)
— — — — \ \s, \ \ INGREss6reEssAsEGREss \-yd \ I s \\
&U11U ES F P 3.CONTOUR INTERVAL=1 FOOT.
DB 2056 PG 566
0 I \Sp 4.THIS IS NOT A BOUNDARY SURVEY,THIS PLAT IS FOR TOPOGRAPHIC SURVEY INFORMATION ONLY.
/-S`• / \ \\ 0 5.THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS,EASEMENTS AND/OR RIGHTS-OF-WAY.
�' / INVERTS \ '" \ _
/ 0 - - 0 � WEST-EAST INV= \ \ 6.SUBJECT TRACT ZONED:RA3(PER DAVIDSON COUNTY GIS)
/ GS - - - INV-846.90 - 84479 \ \ \ \ I 7.SUBJECT TAX PARCEL: #0301400000021C&PART#0301400000021
/ \ INV=846.93
—/— — — FOUND 2" 4, = 84534
F, PIPE ,� 1 J TRACTDEED/PLATN 4 4 4 4 1 1 79 PG 36,PB 81 PG 5.
/ NV 84689 INN
J HWk300 ppE \ 8 SUBJECT REFERENCE,DB 90 PG 62 DB 2 8 PG 6 9 PB
i- N D
\ 0, HEADWALL .x'i \ 9.THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
/___—___—_
\ FOUND ��_ " IM
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/ AXLE
/ 3g \_____________\ - '�FOUND NAILS MAC
0 WEST-EAST BURIED BURIED ` ` I
C/ DUKE ENERGY INV=847.01 ` I
/' / /CORPORATION INV=846.96 CONC. \ FfFNO
4, \ VARIABLE 1V1DT1 INV=846.96 HEADWALL 0^ I
/ INGRESS/EGRESS& #q ` \,` / \
\ / 4' • DB UllLllES 1282 PG5565°JT 1
CONC. ` \ DB=DEED BOOK
PB=PLAT BOOK
\� \ HEADWALL r^\ J I PG=PAGE
` \ 'v UKE ENERGY
S" °CORPORATION ^ I R/W=RIGHT OF WAY
'., p✓'.f Tp 15'UTILITIES `\ ` /\ N F=NOW OR FORMERLY
pB fp \ +1 EASEMENT \`" \\ \ NAD=NORTH AMERICAN DATUM
/��y'4Nt µ, DB 1262 PG 565
`� ` 9p q`q {, TEMPORARY \ NOS=NATIONAL GEODETIC SURVEY
F, ZOo 9 a \ ON 2484 PG
�\ �?'\ \ \ I RCP=REINFORCED ED CONLYVINYL CRETE PDE IPE
` OB 2484 PG 1619 \/ EP=EDGE OF PAVEMENT
\/ �\ \ 4. / PB 79 PG 36 /`\/ \ CONC.=CONCRETE
0 • =FOUND CORNER(AS DESCRIBED)
//p =GUY ANCHOR
\ c,/ ( PERMANENT CITY R/W N/F // E \ `�-•=UTILITY POLE
AND BCCEss EASEMENT EDWARO VERGE / f.
'`, ', '. �` E DE 2484 PG 1619 NIFONG,JR. f \ \ — — — —=PROPERTY LINE(NOT SURVEYED)
p y PB 79 PG 36 DB 490 PG 462 ' / \ F F—=OVERHEAD UTILITY LINE
/ \�\ `" 4, 4= TAX PARCEL i E \�- \ E��y\ uF -UNDERGROUND ELECTRIC LINE
` e }' / #0301400000021 / F - - =RIGHT OF WAY
/ /' ,� / G" / /% PIN ID: g6810-04-83-9326 / / a \ \ \ =sT D -sT ST -=STORM DRAINAGE LINE
0 I / \ \ =EASEMENT LINE
/' AP FOUND#6 E ,,, \ =CENTERLINE OF DITCH/SWALE
�,� REBAR / t/ /// -w°r ,_.�'�=STORMWATER ACCESS/MAINTENANCE EASEMENT(SCM)
DUKE ENERGY CORPORATION/X., - =TEMPORARY CONSTRUCTION EASEMENT
COMMUNICATONS EASEMENT \ \ \ =TREE LINE
/ OB 1262 PG 5fi5 \`� � ' 0 i /E/ �^\ \ \
/ / n 7/ /// \ ASPHALT
NV=
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\ / fr
i \ \ /CO C. \ \ =CONCRETE PAD/WALK/DRIVE
c,/ 'v , HEADWALL 7 //\ - Y �� / \ / =GRAVEL DRIVE/ / /�/ \ Bg / /// '^ / =RIP RAP
\ \4,/ \`�FOUND#6_/ TE \EEC\ \ FOUND#6 E 60 P�0 \✓� \ =SPOT ELEVATION
REBAR .INN= \ REBAR \ / / \\f`
�/171/ qq843.82/ F, 0 DUKE POKER C0RC.08'CHAIN \� \ /► =TEMPORARY BENCHMARK(TBM)
/ DUKE ENERGY •\ LINK FENCE \ E \ �/
/
68'K HEADWALL ./...'
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/ DB2 PG 1623 C/L `� \�\
// `n X =DUKE POWER TRANSMISSION LINE TOWER
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0 / DITCH /� E / E \ \
TON-6 REBAR p
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., CONTROL POINT \
��E— f ELEVATION=85255 /'/ \
/ 0 /2 / R�BAR#6 / \
/ \ ELECTRIC
/ �/ //SUB STATION j/
` / EQUIPMENT
/ 7 \
4, / N/F
`" // THE CITY OF LEXINGTON / r --\ _\ \
\ DB 2484 PG 1619 /`t' ' / \
/ PB 79 PG 36
�/ PB 81 PG 5
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TAX PARCEL / �� "„' ��
\ ' ��I g0301400000021C \ O FESS/O ?
\`" �` TOP RISER
I36 45 / \�`p/ \L_ PIN ID #6810-04-93-1347 /// \
\ / 6'0RIFICE-833.11 •lV () r.638.4\' 8'CHAIN /y v/ // (0 A
\ �jL?at- Lc!� nE NQ.
(UT X18 TRASH RACK) E-�.! A�P
/0 / 0 T-829'68 /I/ —` LINK FENCE 0TCE#201 / t �1
'I /"-- \ RIM 839.58 \\ °S.
/ / lt/,, ,,/��, \: CA IT 3]X4"=83875 // / J
7, v, \ �/ //„ /m wv \� x°ITCH t6xa"=838]s / C�q� .
/ a I%'////m/,� ////4__ 835 09., �Jg \ OUT 835 50 / - O MMgSSGCIPjF'S,
FEs#rno IpI I�� 8335 �� ea �x 20 / •.....,�
!„ 0 INV= s"t(IH�' I T GATE W / \ RONALD G.HOBSON CERTIFY THAT THIS PARTIAL TOPOGRAPHIC SURVEY WAS COMPLETED
826 96 A 11 I� I .� PM
\, / \ \ UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE
4,/ / ? i11("'1\1\1,AR�O \��� SCM1 g}55 ¢^ 839.g /// UNDER MY SUPERVISION IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR LAND
` ,h \ SURVEYING IN NORTH CAROLINA 21 NCAC 56.1606)."
/c, V -A V \\ -� l `Y 83}B FEs#zoo//�i// / / \ THIS DAY of .0001.
\\\ � a FORE6ar B35.o4 ///r/ x /
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`�. 4 \ Bag.. \ �//// 3///�0 / Q¢h/I \ RONALD G.HOBSON #
\ "„, , / 7B SE�q 1-938.]_\u��///a/F//i/// times / NORTH CAROIJNA PROFESSIONAL LAND SURVEYOR L-3283
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/ i NO. DATE REVISION BY
ASBUILT AND PARTIAL TOPOGRAPHIC PR°JF1018.9oo.000
SURVEY OF A PORTION SCALE
N/F OF TAX PARCEL #0301400000021 & ,,ATE
EDWARD VERGE #030140.0000021C 12/20/22
DBN490 PGJ462 (FOR LEXINGTON SUBSTATION 3) DRAWN BY
TAX PARCEL RLS
PIN 10#0301400000021
#6819-000a 1-9326 LOCATED IN: ARCADIA TOWNSHIP HFCKF°R RGH
DAVIDSON COUNTY DATE
A DECEMeBER,2022
NORTH CAROLINA DRAWN°No
ESP Associates, Inc. H-Su6sTA3-
20484 Chartwell Center Dr. CLIENT: ASBUILT.Dwc
Suite D ®zozz,ESP ASSOCIATES INC.ALL RIGHTS SOUTHEASTERN CONSULTING
IRESERVED.COPIEST OF THE ORIGINAL OF THIS BAR SCALE "=50
Cornelius, NC 28031 REAR THE
BY THE SURVEYOR ENGINEERS, INC.
704-990-9428 BEAR THE ORIGINAL SIGNATURE AND SEAL OF
www.espassociates.com THE SURVEYOR. 6
0A-IKMM�LAIC- 2 CARCUNA 4
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