NCC222979_Site Plan or Location Map_20220825

NOTES:
I) THIS PROPERTY 1S NOT LOCATED 1N A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY PER
F.1. R. M. #3710062900J, DATED I /06/20 ! O.
2) PROPERTY50BJECT TO ALL RIGHTS -OF -WAY AND EASEMENTS OF
RECORD, INCLUDING, BUT NOT LIMITED TO, THOSE SHOWN HEREON.
3) SURVEYOR WAS NOT PROVIDED WITH A LEGAL TI LLE SEARCH. THERE
MAY EXIST EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE
COVENANT5, OWNERSHIP TITLE EVIDENCE, OR ANYOTHER FACTS PERTINENT
TO THIS PROPERTY THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY
DISCLOSE THAT ARE NOT SHOWN ON THIS PROPERTY.
4) BUILDINGS, SURFACE AND SUBSURFACE IMPROVEMENTS ADJACENT TO
THE SITE ARE NOT NECESSARILY SHOWN. SUBSURFACE AND
ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR CONSIDERED AS
PART OF THIS SURVEY. NO EVIDENCE OR 5TATEMENT 15 MADE
CONCERNING THE EXISTENCE OF UNDERGROUND CONDITIONS, CONTAINERS,
OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THI5
PROPERTY.
5) AREA BY COORDINATE COMPUTATION.
6) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ARE U5
SURVEY FEET MEASUREMENTS. THE COMBINED GRID FACTOR IS
0.99.97803.
7) SUBJECT PROPERTY IS ZONED "R2' PER THE B(JNCOMBE COUNTY ZONING
ORDINANCE. REFER TO THIS ORDINANCE FOR REGULATIONS APPLICABLE TO
THE SUBJECT PROPERTY.
BUILDING SETBACKS (PER R2 CLASSIFICATION.
BASED ON PUBLIC SEINER ACCESS):
FRONT= 10'
SIDE= 7'
REAR= 15'
8) THE NOTED CONCRETE RIGHT OF WAY MONUMENT WAS FOUND TO BE
DISTURBED AND BL,'KIEO. THE TERMINUS OF THE 21-0 CALL OF DEED BOOK
4255 PAGE 699 CALLS FOR A RIGHT OF WAY MONUMENT. IT 1S THE
SURVEYOR'S OPINION THE RECOVERED RIGHT OF WAY" MONUMENT IS NOT
CUKKENTLY LOCATED IN IT'S ORIGINAL POSITION, BASED ON THE
MEAS0KEMENT.5 TAKEN IN THE FIELD. THIN MONUMENT IS LOCATED
5 29°09'00" I/V 1.54' FROM THE CALCULATED POINT SHOWN HEREON A5
MARKING THE LOCATION OF THE TERMINUS OF THE SAID 2nd CALL OF
DEED BOOK 4255 PAGE 699.
9) - A 20' 5EWER EASEMENT, OVER THE SANITARY SEWER LINE SHOWN
HEREON AS RUNNING BETWEEN M50 SMH# 45-5,979E AND MSD
5MH# 45-18536, IS RECORDED IN OECD BOOK 2502 PAGE 567.
TH15 CONVEYANCE WA5 MADE BY A PREDEGE55OR IN TITLE TO THE
SUBJECT PROPERTY SHOWN HEREON. IT IS ADVISED THAT THE
BOUNDS OF THE SEWER EASEMENT THAT RUNS WITH THE SAID
SANITARY SEWER LINE FALL OUTSIDE THE PROPERTY BOUNDARY OF
I HE SUBJECT PKOPEKIY, AS DIMENSIONED AND ILLUSI RATED HEREON.
IT 15 FURTHER ADVISED THAT A RECORDED SEWER EASEMENT OVER
THE SANITARY SEWER LINE RUNNING BETWEEN MSD S10H#45- I8536
AND MSD 5MH#45-400 17 WAS NOT RECOVERED BY THE SURVEYOR.
IT IS ADVISED THAT AN EASEMENT, PRESCRIPTIVE IN NATURE, MAY
APPLY TO THIS LINE. PRESCRIPTIVE SANITARY SEWER EASEMENTS ARE
GENERALLY 20' IN TOTAL WIDTH (AS SHOWN HEREON); HOWEVER THE
ASSOCIATED WIDTH IS MORE SPECIFICALLY DEFINED A5 THE WIDTH
NECESSARY TO REPAIR AND MAINTAIN THE SAID SANITARY SEWER
LINE.
10) A PERMANENT, PERPETUAL AND EXCLUSIVE RIGHT AND EASEMENT
PEKTAhNINC TO THE BILLBOARD SHOWN HEREON IS RECORDED IN DEED
BOOK 4613 PAGE 257.
1 I) AN EIGHT ffN FOOT WIDE EASEMENT OVER THE INDICATED SOIL AND
GRAVEL ROAD BED PREVIOUSLY EXISTED FOR THE BENEFIT OF THE
PROPERTY LABELED HEREON lib/IT I PIN 0629-16-£ 91 5 (PER DEED BOOK
1 628 PAGE 473). THIS EASEMENT WAS LATER ABANDONED AND IT'S
LOCATION RE -ASSIGNED PER DEED BOOK 2096 PAGE 145. IT IS ADVISED
THAT THE ORIGINAL EASEMENT LOCATION, AS RECORDED IN DEED BOOK
1628 PAGE 473, NO LONGER ENCUMBERS THE SUBJECT PROPERTY
5HOWN HEREON.
1 2) IT 15 ADVISED THAT THE CONVEYANCE RECORDED IN DEED BOOK 1 62B
PAGE 473 INCLUDES A RESERVATION FOR 5 FOOT WIDE WATER AND
SEWER LINE EASEMENTS OVER THE 5A1D LINES A5 THEY EXIST, THC5E
EASEMENTS WOULD BE FOR THE BENEFIT OF THE PROPERTY LABELED
HEREON WITH PIN 0629-16-59 15. IT IS ADVISED THAT THESE EASEMENTS
MAY STILL APPLY AND ENCUMBER THE SUBJECT PROPERTY SHOWN HEREON.
13) THE TOPOGRAPHIC SURVEY DATA SHOWN HEREON WAS OBTAINED VIA
AERIAL PHOTOGRAMMETRIC METHODS AND PERFORMED BY SPATIAL DATA
CONSULTANTS, INC. IN APRIL OF 2018. THE PROJECT CONTROL FOR THIS
AERIAL SURVEY WAS OBTAINED AND PROVIDED BY MCABEE $ ASSOCIATES,
PA. THE TOPOGRAPHIC DATA SHOWN HEREON HAS BEEN FIELD VERIFIED
BY MCABEE i, ASSOCIATES. PA.
14) THE CONTOUR INTERVAL FOR THIS SURVEY IS TWO FOOT. THE
VERTICAL DATUM FOR THIS SURVEY IS NAV088.
SUBJECT PROPERTY
- OB 5456 PG I361
- DB 1324 PG 472
DB 1626 PG 473 (L,#E)
OB 2095 PG 313 (L$E)
DB 2502 PG 567
DB 251 1 PG 230
- DB 209E PG 145
PB 72 PG 188
UNRECORDED SURVEY BY PANKOW
ENGINEERING COMPANY PREPARED
FOR "LAUREL WOOD ASSOCIATES, LLC"
DATED 11/2W200I AND BEARING
FILE # C-O I OJ3
ADJOINING PROPERTIES
OB 4255 PG 699
DB 251 1 PG 232
CURVE TABLE
CURVE RADIUS I CHORD BEARING CHORD LENGTH ARC LENGTH
C I 1 151 7.59' 5 85°45;15" W 321.55' 321. 97'
LINE TABLE
LINE
BEARING
DISTANCE
L 1
5 05°50133" W
1 0.95,
12
N 88'5020" W
I G.77'
13
5 03°47'44" W
10.50'
L4
N 88°0330" W
68.77'
TOTAL AREA
OF SURVEY
5.359 ACRES
NOT TO SCALE
IIIIII Illllli I � y � �� 11 \ vv ,/ _
�P (FALLS IN �2 \ -7 �/ \ i� /
IIII \ , 1 RBS - FDL ID3/4"IRO N PIPE, 0.2' A.G.
STREAM) I I � 1
TERM. I Gth CALL DO 1324 PG 472
TERM. 3rd CALL OF DB 4255 PG 699
��I IIIIIIII Ill �l I (20. ��
Ill/ 1 )l
s 84'53'2a' e
461.86' �o
/ / / ��' / 2552.9
IIIIIIIII / \ 251° / / -/ / X
11 1 1 1 11 111 1 1 1 1 V A , III AV A \ I 5�' REAR SETBACK
7-/-7 /� / � '� -
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o I I I I llll� I I I I I I
#5 REBAK, 0.2' A.G.
V I A \ �/7
�
II II II
III �� X
2495.7 � III /
X II PBS / I
#5 REBAR, 0.3' B.G. \ / / / \ _ i
KATHRYN E. BEATPE / / / / ll y y i \ 2481. 1
BRENDA D. BRADLEY / / / l
PIN: 0629- 16-6915
X
DR 251 I PG 232
SEE AL50 DB 1626 PG 473
X2s19.1
1 I
50'4225" e
LINE ONLY)
#5 ,eEBAR, 0.7' A.G. X Ij-
2468.6 / V l \ / OBSTRVCTI�D / V V I \ -
V \ / CLOGGED CULVERT
PIPE (UNABLE TO DETERMINEV
#5 REBAR, 0.8' A.G. SIZE. MATERIAL T INV.)
X2465. I i \ SOIL ROAD BED I / I
(SEE NOTE # 1 1) \ -,Soo
\
INN.=+/-2452.4'�'\l�l \ \o _ i � CS� / \ \\ I T /\--
�
I\ - +,, 2452.3' x \ \
2463. 1
<66
2468.1-
/ APPROXIMATE LOCATION
I V\\ \ CNE STORY
\V \A2\480 \ y #5 REBAR W.
OF MSD SMH #45-4001 7�? X2458.9 DWELLING E ID CAP, (LINADLE
REY
2456.5X '0.3'A.GDATA DUE TO DEBRIS PILE)
POL OF THE 3r64 CALL OFy
w X V\ I RAMP V - y OB 42 G 699
\ 2455.8-----
N I 1 O V CMU WA/ I
#5 REBAR, C.2' B.G. I _� / \ \ V I - � - � � - - - -
5.EA5T CORNER OF I I _ / \ V A �� X2466.8 RBS @ D15T. _ = s V+:4 t:uL l: -
PB 72 PG 188 O C d CCNC A
X / �\ 1 \ o / 05/8" IRON PIPE \ �-
Nc GRID cooRD. I I I z A A\ A 1
2461. I / BOUNDARY IS COINCIDENT - - - - - - - _ / V _ LEGEND ABBREVIATIONS
(NAD83 201 I ): / I I A \ V -
N= 696,652.27'/ BILLBOARD WITH MARGIN OF PUBLIC R W �\ \ - -� _ _ �• / P8= FLAT BOOK
W. GUYS - - 0' FROTNT SETBACK- o"t \
DIST. CP °" DB= DEED BOOK
11
E= 1,022,083.61' I I I X (SEE NOTE#10)_ � V � - - � / 5 � IRO�PI�C LI -TIED �o��
�73/4"IRON PIPE, O.8' A.G. I I 2 {57. I 2456.3 - - o" PG= PAGE
° \ DIP onL� onv�\ 2470.E \
L2 \ G, 5 - �8" X
\ 4 5' � �� � - � G VON 1M RM/= RIGHT OF WAY
�"" � PARCEL IDENTIFICATION NUMBER
N 88°4G'1 9" WIC
145.7G' - TIE
M5D SMH# 45-59796
------
RIM- 2463.04'
24G3.5
V --�C.MON (R/W) - 245 , � \o�� r� G. i i -
2460.3 INV- s _ 0' 6 (,N4P INV- 24G5.5"
INV.= 2455. 1' �5 o u �' 467 9 O CP= CALCULATED POINT
X onus 2 y SEE NOTE) D'Lk' \ /
8
►� - _ - L4 A (NOT MARKED IN FIELD)
y / s INV. = 2465.0� GRAVEL / O RECOVERED BOUNDARY MONUMENT
V � - i s - - s O8" DIP gy �» °"" " - / (SIZE AND TYPE AS NOTED)
- onu -onu ai nu -ono - rn: - o <n U) -
J-�- o,� -�- ,1 �n„ _ ow d' l� V - DRIVE
9 i- ir> V' une of a oru C'ri - dfou' ;STty dp,ew o''u _
�INV.= 2456.9� - - - -2460- C.MON (e/W)_ - _ - y y - - - - y / • BOUNDARY MONUMENT SET BYMCABEE
0 0.8' B.G. - - - u - - - - �I / / X / (RB5= #4 REBAR W. MCABEE ID CAP)
- s - /
- - - - 2472.9 / BOUNDARY LINE (FIELD SURVEYED)
- - - - o - - - / X / I BOUNDARY LINE (COMPOSITE, PLOTTED
2470.9
� FROM RECORD DESCRIPTIONS)
SEE NOTE #9 OLD US N 1GNWAY 70 (SR 2542) MSD SMH# 45-16536 �� X / A.G. =ABOVE ADJACENT GRADE
= 2462' 2468 9 / AREA LIGHT
REGARDING EASE. OVER X2465 2 PUBLIC -ASPHALT 2467. 1 XI RIM.65B.G. = BELOW ADJACENT GRADE
\ SANITARYSEWER LINE (VARIABLE WIDTH R/W) V ' - - - - @ CLEAN -OUT
C.MON= CONCRETE MONUMENT
CMP= CORRUGATED METAL PIPE
CMU= CONCRETE MASONRY UNIT
CONC. = CONCRETE
_ - - - - - _ _ - - - - OBSTRUCTED/ DIP= DUCTILE IRON PIPE
1, J. BARRY WEST, CERTIFY THE FOLLOWING:
THI5 SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND
GLOBAL POSITIONING SYSTEM CERTIFICATION
DOES NOT CREATE ANEW STREET OR CHANGE AN EX15TING STREET.
THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
J. BARRY WEST, CERTIFY THAT THI5 MAP WAS DRAWN UNDER MY
SURVEY PERFORMED UNDER MY SUPERVISION; DEED DESCRIPTION
SUPERVISION FROM AN ACTUAL GP5 SURVEY MADE ONDEK MY
RECORDED IN BOOK 5456 PAGE 1351 ; THAT THE RATIO OF PRECISION
SUPERVISION
AND THE FOLLOWING INFORMATION WAS USED TO PERFORM
AS CALCULATED 8Y LATITUDES AND DEPARTURES IS I: 10, 000+ FOR
TRADITIONAL SURVEYING METHODS: THAT THE GLOBAL POSITIONING
1 1 1 1 1
\� N CA 11 QO THE
��
�/
SURVEY:
I) CLASS OF SURVEY: CLASS A SURVEY
�� /
\
2) POSITIONAL ACCURACY (95% CONFIDENCE): 0.04' HORIZONTAL
SYSTEM (GPS) 053EKVATICNS WERE PERFORMED TO THE GE03PATIAL
POSITIONING ACCURACY STANDARD5, ART 2: STANDARDS FOR
()�°°'FESS/� °°��
O 2 11
0.08' VERTICAL
GEODETIC NETWORKS AT THE 0.04' HOR. 4 0.05' VEKT. ACCURACY
°
�o°Q� �9�
3) TYPE OF GPS FIELD PROCEDURE: RTK NETWORK SOLUTIONS
051NG A SPECTRA PROMARK 700
CLASSIFICATION (95% CONFIDENCE) L 51NG RTK NETWORK SOLUTIONS; Z
o $ _
o SEAL o
DUAL FREQUENCY RECEIVER
THAT THIS FLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 -
=
_
o L-4693
4) DATE OF SURVEY: 4/1 1/2015
(F)(1 1)(C 1) AS AMENDED. WITNESS MY ORIGINAL SIGNATURE AND SEAL =
c
5) DATUM / EPOCH: NAD83 / EPOCH 20 1 1
THIS THE 26th DAY OF APRIL, 2018.
��ti
6) PUBLISHED /FIXED CONTROL USED: N/A, VRS RTN
/
�O�°'
°°oQ SUOo° `
°'
7) GEOID MODEL: 2012A
L-4693
i�� �q ��\��
8) COMBINED GRID FACTOR: 0.9997803
RRY11
9) UNITS: US SURVEY FEET
j 1\wv�
11CABEE NO. DATE
SSOCIATES, P.A.
PROFESSIONAL LAND SURVEYING
Eric S. McAbee, PLS Fax [phone]
J. Barry West, PLS Telephone [phone]
Wallace S. McAbee, PLS (Emeritus)
3 McAbee Trail Fairview North Carolina, 28730
www. mcabeesurvey.com Firm License Number: C-694
CLOGGED CLJLVERT
PIPE (UNABLE TO DETERNIINP
SIZE. MATERIAL $ INVJ
SCALE: 1 " = 40'
40' 20' O' 40' 50, I20'
REVISION HISTORY BOUNDARY * AERIAL PIIOTOGRAMMETRIC TOPOGRAPHIC SURVEY FOR
DESCRIPTION BY STELLER PROPERTIES LLC
DIST.= DISTURBED
EG= EDGE OF GRAVEL
EQUIP.= EQUIPMENT
FIRE HYDRANT
F/L= FENCE LINE
o CNAI N LINK
F GUY WIRE
INV.= INVERT ELEVATION
oriu OVLKHEAD UTILITY LINE
POL= POINT ON BOUNDARY LINE
REF.= REFERENCE
s SANITARYSEWER LINE
SANITARY SEWER MANHOLE
(T)= TOTAL DISTANCE
® TELECOMMUNICATIONS PEDESTAL
TERM. - TERMINUS
UTILITY POLE
�W WATER METER
►� WATER VALVE
DATE: 41201201E
PROJECT #: 12441
DRAWING #: G-18-4352
DRAWN BY: JE W
SCALE: I " = 40'
PIN: CG23-27-3007
BLACK MOUNTAIN TOWNSHIP
BUNCOMBE COUNTY, N.C.
CURRENT OWNER:
LAUREL WOOD
ASSOCIATES, LLC