NCC222259_Site Plan or Location Map_20220623

THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY:
1 . CLASS OF SURVEY: CLASS A (HORIZONTAL)
2. POSITIONAL ACCURACY: 0.02' (H) & 0.02' (V) @ 95% CONFIDENCE
3. TYPE OF GPS FIELD PROCEDURE: RTK (VRS)
4. DATES OF SURVEY: 9-9-2011
5. DATUM/EPOCH: NAD 83 (NSRS 2007) (H) & NAVD 88 (V)
6. PUBLISHED/FIXED-CONTROL USE: VRS NETWORK
7. GEOID MODEL: GEOID 09
8. COMBINED GRID FACTOR(S): 0.9997789
9. UNITS: US SURVEY FOOT
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20' WATERLINE EASEMENT PER PB 196 PG
[26, DB 5766 PG 841, & DB 5770 PG 334
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____ OKAY PROPERTIES, LLC
- - - - _� \ DB 4172 PG 199
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENG
01
14.50'
1 2.38'
N 70°52'08" E
2.38'
02
194.50'
1 61 .7O'
N 84°39'40" E
61 .44'
LINE I BEARING I DISTANCE
L1 I N 75°34'23" E 1 15.1 O'
H
NOTES
1. THE PROPERTY OR PROPERTIES DISPLAYED WERE SURVEYED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAY
NOT SHOW ALL EASEMENTS, RIGHTS OF WAY, RESTRICTIONS, ENCUMBRANCES, ETC. (WRITTEN OR UNWRITTEN)
THAT WOULD BE REVEALED BY A CURRENT AND THOROUGH EXAMINATION OF TITLE BY A NO LICENSED
ATTORNEY -AT -LAW. THIS SURVEY SHALL NOT BE CONSIDERED A CERTIFICATION OF OWNERSHIP, ZONING, TITLE, OR
GUARANTEE THAT THE SUBJECT IS FREE FROM ENCUMBRANCES.
2. ADJOINING PROPERTY OWNER INFORMATION TAKEN FROM THE BUNCOMBE COUNTY GIS WEBSITE AND DEEDS AND
PLATS OF RECORD AS NOTED.
3. AREA SHOWN HEREON WAS COMPUTED BY THE COORDINATE METHOD.
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN US FEET UNLESS OTHERWISE NOTED.
5. THIS PROPERTY IS ZONED "CS" BY BUNCOMBE COUNTY HAVING SETBACKS AS FOLLOWS: FRONT = 1 O', SIDE = 1 O',
REAR = 10' (NOT PLOTTED). *PLEASE REFER TO THE BUNCOMBE COUNTYZONING ORDINANCE FOR ALL
REGULATIONS APPLICABLE TO THE SUBJECT PROPERTY.
6. BY GRAPHICAL LOCATION, PROPERTY IS SHOWN AS LYING OUTSIDE THE 1 % ANNUAL CHANCE FLOODPLAIN PER
FEMA FIRM MAP NO. 3700963400J, EFFECTIVE DATE 01/06/2010.
7. THIS SURVEY IS SUBJECT TO ANY AND ALL UNDERGROUND UTILITIES THAT MAY EXIST. UNDERGROUND UTILITIES
SHOWN HEREON ARE BASED SOLELY ON ABOVE GROUND STRUCTURES AND APPURTENANCES. THIS SURVEYOR
MAKES NO CERTIFICATION TO THE EXISTENCE/NON-EXISTENCE OF UNDERGROUND UTILITIES, STORAGE FACILITIES,
OR OTHER UNDERGROUND STRUCTURES AND LINES DIAL 811 BEFORE DIGGING 16" DIP WATERLINE WAS THE ONLY
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8. ANY STREAMS, CREEKS, PONDS, LAKES, WETLANDS, ETC. LOCATED ON THIS PROPERTY, SHOWN OR NOT SHOWN
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HEREON, MAY BE SUBJECT TO BUFFER AREAS. IT IS THE OWNER/DEVELOPER'S RESPONSIBILITY TO HAVE THE AREAS
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DESIGNATED BY PROFESSIONALS AUTHORIZED BY THE PROPER AUTHORITIES TO MAKE THESE DETERMINATIONS.
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INV. OUT: 2194.21± (DEBRIS IN INV.) 219I I .. \ �
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10. SEE DB 5725 PG 1894 & 1901 FOR NCDOT TEMPORARY EASEMENT, SAID EASEMENT UNABLE TO BE PLOTTED.
11. PLAT IS NOT PREPARED FOR RECORDING IN ACCORDANCE WITH G.S. 47-30.
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INV. OUT: 2192.9' 22 / I I I I
TP #13230 - 60D NAIL �\RE / 1 1 I \ / /
\ ca N: 645833.16' (LOCAL) -� GOY � TEMPORARY METER \ / /
u E: 934621 .92' (LOCAL) 1 ON 6X6 POST \ 30' SEWER EASEMENT PER / / I I
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CAROLYN ARTHUR \ .... DB 5631 PG 1441
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Z \ ELEV.:2201.65' � 0
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ARGAoIA � o ` I 2.367 ACRES / oA cps I0) o I
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N th \\' \ 0 \ NC DEPARTMENT OF TRANSPORTATION � 22� 2�O& /� `1 I I I
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CAROLYN F. SMITH ac \ I . \` . \ I � X 2202.3' \ \ �� / I �`JO I I I I I
MARILYN F. COLE\ . " I z \ A I
DB 5217 PG 610 \ `I :. \ ° Z X 2201 .8' \ `'2p� \ / I I I I I I
LINE LEGEND:
BOUNDARY LINE
- - - - - ADJOINER'S DEED LINE (NOT SURVEYED)
RIGHT-OF-WAY LINE
EASEMENT LINE
- - - - TIE LINE ONLY
oHu oHu oHu OVERHEAD UTILITY LINE
SS SS SS SANITARY SEWER LINE
CENTER OF DITCH
CENTER OF CREEK
--- --- --- _---- STORM PIPE
- - - - INDEX CONTOUR
INTERIM CONTOUR
cts-w cts-w WATERLINE FROM COA GIS *APPROXIMATE*
- W W W W- MARKED WATERLINE *APPROXIMATE*
------------------- OLD DEED LINE
ABBREVIATIONS:
NTS... NOT TO SCALE
(T)... TOTAL
DB... DEED BOOK
PB... PLAT BOOK
PG... PAGE
PIN... PARCEL IDENTIFICATION NUMBER
NAD... NORTH AMERICAN DATUM
NAVD... NORTH AMERICAN VERTICAL DATUM
NSRS... NATIONAL SPATIAL REFERENCE SYSTEM
AG ... ABOVE GRADE
BG... BELOW GRADE
R/W... RIGHT OF WAY
BFP... BACK FLOW PREVENTION DEVICE
C&G... CURB & GUTTER
DIP... DUCTILE IRON PIPE
GP ... GALVANIZED PIPE
SYMBOL LEGEND:
O CALCULATED POINT (OP)
Q EXISTING IRON REBAR (EIR)
Qo EXISTNG AXLE
. CSD TRAVERSE STATION (TP)
�Q, UTILITY POLE
LIGHT POLE
❑E ELECTRICAL PEDESTAL (EPED)
0 ELECTRICAL TRANSFORMER (TRAN.)
® ELECTRICAL METER
® WATER METER
I < WATER VALVE (WV)
FIRE HYDRANT (FH)
►� IRRIGATION CONTROL VALVE (ICV)
® OTHER WATERLINE STRUCTURE AS NOTED (SEE ABBREVIATIONS)
® SANITARY SEWER MANHOLE (SMH)
❑T TELECOMMUNICATIONS PEDESTAL (TPED)
® CURB INLET (CI)
0 SIGN
X SPOT ELEVATION
-) GUY WIRE
DB 5733 PG 171 sc VI . `\ � I I j N \ \ � I I I I I, JOHN WESLEY COLE, CERTIFY THAT THIS PROJECT WAS COMPLETED
PIN: 9634-45-2563 \ �- A 1 0 0 o ` � \ � \� ` 2208.5' _ ./ I I I I I I I UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY
\\ .\ c NJ � ` \ X * 2203.3'I I I I ° MADE UNDER MY SUPERVISION; THAT THIS GROUND SURVEY WAS
I N PERFORMED AT THE 95% PERCENT CONFIDENCE LEVEL TO MEET FEDERAL
G\ I . \` I I i X 2201 .T X 2201 .T 22p3\ �\ I I I
\ ` \ ° \ � I I I I I " GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS
\ c %��uuunm1i
c� 1' � I I I I PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC /
TP #1 - 60D NAIL °y ...�, \ X 2201 .5' �- \ \` / I I °° o I �N CARP '
1 ••• • �/ PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA AND VERTICAL
NC GRID COORDINATES: 9Y� c M .\\ 2202- v �' I ° ti''�•,,
N: 645,647.42' NAD 83107 64.0' \ o \ / I o o �,•°'•FESS�O • ° 9 ACCURACY WHEN APPLICABLE TO THE CLASS C STANDARD, AND THAT THE
E: 934, 484. 74' NAD 83107 \ \ ,. z ° I / \ I % N I I N ° ..
•
ELEV.: 2,273.6' NAVD 88 c ` \ �`2207 ` DIRT PILE I o I I ° I _ : Q� 9� _ ORIGINAL DATA WAS OBTAINED ON 6/18/2021 ;THAT THE SURVEY WAS
1 2201 N cv D SEAL - COMPLETED ON 06/28/2021 ;THAT CONTOURS SHOWN AS SOLID LINES MAY
�-LOCALIZED POINT-% \\ \ OI \ \ (GROUND OBSCURED) 1 I N a I m I ° _ L-4561 _
_ \ . . .1 I� o I j Ib1. = e Ir _ NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED
°y V W . \� c \ \ /� N I I I m 0. �2 -Q�•• k/ : ON NAD 83 (NSRS 201 1) AND ALL ELEVATIONS ARE BASED ON NAVD 88.
` / .\�.'. A � \ � � � � � � � \ \ / I \ N I I N ... ��°• SUO e .•°GQ- `
/ _ TIE O ``I I I I 0 �` \♦ / �, N N I r /�/ • °`� r`,,®a, „
N > NAY, \ c 220 \ \ N I I I I 16 WESLE Jo ha ulesle Cole
` 6°3y, o `' O -� \ 220 \ \ SEDIMENT o / ` ''�i ,�`` y
Y 27 7g _w Zc \ \ II I '_ �2199- ` ` 0� \ \ \ TP #2409 - 60D NAIL POND W I I I N "niiini�n �-1, asos.a
3 7� \ � I � � � A N: 645,599.96' (LOCAL) ��
�GRIO� - \ I o / � 2198- _ \ � - � - E: 935,005.3T (LOCAL) l �� . . .
- - v� )1 .. A 'I \ � 2197 � \ � ELEV.: 2202.9T \��� \ \
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2 .. A / 196 2195 \ 27 � \ \ _ r� �� \ \ \
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`Z3� A .. I � 2194 � 255.55' ""� � 220 /� - . .1.
62 0' o N 87°35'03" W - �- '2200 _
#5 EIR 0.7' BG I.D. "GOLF" -��y9� / /, L .
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EXISTING
NC GRID COORDINATES: 0 67.00'- i
. \. ` 50.38, (TIE)
_ I
N: 645,597.75' NAD 83/11 CHARLES E. DUMAS, JR. I 3"AXLES N 86°32'54" W S 86°32'54" E �-
E: 934,691 .98' NAD 83/11
�r, &JULIE D. MOORE I #5 EIR 0.2' AG
\ * DB 4243 PG 37 TR. 2 CHARLES E. DUMAS, JR. I.D. "GOLF" #5 EIR I.D. "GOLF"
PB 10 PG 56, LOTS 1-6 & 146 I & JULIE D. MOORE I JONATHAN D. GUEST (FORMERLY %" EIR)
\ PIN: 9634-45-7570 JANET L. LAWSON
DB 4243 PG 37, TR. 1
I PB 10 PG 56, LOTS 147-150 DB 2075 PG 572
\ PIN: 9634-45-8591 I PB 10 PG 56
Q PIN 9634-55-1459
V1 N 0-
a� � � REFERENCES: BOUNDARY &TOPOGRAPHICAL SURVEY FOR: l DATE OF PL.
COL E SURVEYING & DESIGN, PA
549 ELK PARK DRIVE, SUITE 707
ASHEVILLE, NC 28804
PHONE: [phone]
NC FIRM #C-3106 I SC COA #4052
�b \ \ DB 5631 PG 1437 (SUBJECT)
DB 5631 PG 1441 (VILLAS AT AVERY CREEK)
DB 5725 PG 1891 (NCDOT)
DB 5725 PAGE 1894 (NCDOT TEMPORARY EASEMENT)
DB 5725 PAGE 1901 (NCDOT TEMPORARY EASEMENT)
DB 5631 PG 1445 (ACCESS/UTILITY/SEWER/SIGNAGE EASEMENT)
DB 5913 PG 1611 (MSD EASEMENT)
PB 186 PG 19 (SUBJECT)
PB 199 PG 95 (MSD EASEMENT)
WALNUT VALLEY, LLC
(OWNER OF RECORD: WALNUT VALLEY, LLC)
AVERY CREEK TOWNSHIP, BUNCOMBE COUNTY, NC
JOHN WESLEY COLE, P.L.S.
L-4561
I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN DEED BOOK 5631, PAGE 1437; PLAT BOOK 186 PAGE 19-TRACT
B; DEED BOOK 5631 PAGE 1441; DEED BOOK 5725 PAGE 1891); THAT THE
BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM
INFORMATION IN DEED BOOK N/A, PAGE N/A; THAT THE RATIO OF PRECISION
OR POSITIONAL ACCURACY IS 1 :10,000+; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56.1600). MY ORIGINAL .--I(IYIATI IRF
REGISTRATION NUMBER AND SEAL ON THIS DATE 06/28/2021
Jolu, Ules cote
�,�_ zoz,­a „o, �.a
JOHN WESLEY COLE, P.L.S.
L-4561
Dww.do v rif D67CB79E-F37B-4B81-BCC2-59890AE19F4C ,III p- m-11 II
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