NCC223091_Site Plan or Location Map_20220901

O7
O
O
7
N
O
A
N
(D
V
N
N
(D
ffD
_-h.
NOTES
* THIS SURVEY WAS PREPARED WITHOUT
BENEFIT OF ABSTRACT TITLE AND
MATTERS OF TITLE SHOULD BE
REFERRED TO AN ATTORNEY -AT -LAW.
* THIS PROPERTY MAY BE SUBJECT TO
ALL RIGHTS -OF -WAY, EASEMENTS,
RESERVATIONS AND RESTRICTIONS,
WRITTEN AND UNWRITTEN, RECORDED
AND UNRECORDED, NOT SHOWN
HEREON.
* THE CERTIFICATION SHOWN HEREON IS
NOTA CERTIFICATION OF TITLE, ZONING
OR FREEDOM FROM ENCUMBRANCES.
* THIS PROPERTY LIES IN ZONE X (AREAS
DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN)AS
SHOWN ON THE NATIONAL FLOOD
INSURANCE PROGRAM, FLOOD
INSURANCE RATE MAP 3700964800J,
EFFECTIVE DATE JANUARY 6, 2010.
*ALL DISTANCES SHOWN HEREON ARE
HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
*THIS PROPERTY IS ZONED "CBD"AND
"RM8" CONTACT THE CITY OF ASHEVILLE
FOR MORE INFORMATION.
*TOTAL AREA OF PROPOSED PARCEL "A"
IS 1.82±ACRES.
* TOTAL AREA OF PROPOSED 30' ACCESS
EASEMENT = 12,279± SQ. FT.
P Sc
01P��s
, P
`�vv LS
- Du
ASPHALT
y VP/
,..... ......... /
�5/
/V
Y
PAINTED STOP BAR
(TYP)
ASPHALT
PAVEMENT
0,Q
F�
9648-18-1766 \ \ ��� •
MOUNTAIN HOUSING OPPORTUNITIES, INC et al
LZ
CURVE
LENGTH
RADIUS
DELTAANGLE
CH. BEARING
CHORD
C1
92.02'
100.53'
52°26'50"
N 63°42'23" E
88.84'
C2
34.25'
45.00'
43°36'38"
S 21 *4V39" E
33.43'
C3
13.64'
75.00'
10*25'25"
S 38°1T15" E
13.63'
C4
58.31'
257.00'
12°59'59"
N 06°29'39" W
58.19'
C5
23.96'
45.00'
30*30'19"
1 N 28°14'48" W
1 23.68'
C6
1 57.09'
1 75.00'
43°36'38"
1 N 21 °41'39" W
I55.72'
-Du-Du-Du-Du-Du-Du-Du
II HILLIA
GAS -GAS - GAS GAS - GAS GAS -
162.67' R /30.05'
9648-18-3942
CITY OF ASHEVILLE
D.B. 1131, P. 436
PARCEL"
�® 1.82± ACR
PLAT\®BOON
1/2" REBAR ®�
0.TAG
N 32°32'37" W \
19.18,
\ /RBC
• JOHN WHITE
\ e11 v
\ ?/ � 11
an< O II
°"
STATE OF NORTH CAROLINA
COUNTY OF BUNCOMBE / s�� �III OV\
NCGS "CRAWFORD"
N:691,674.40
E:946,014.13
ELEV:2,210.43
NAD83(2011), NAVD88
53Ej �\V
'59/ 2�d�
/"\o)5
/ lG
-OU- U-Buu -Du
-
/
c -DRILL HOLE IN CONCRETE SIDEWALK
G N:689,044.59
w E:941,477.85
rn rNAD83(2011)
o.a' BG
I i�
ti
i W
m.
0
rn
m
i
G8 ,
I
I co
P A C
I Yd
1 M
•
0.1' BG
9648-18-2778 I
Jennifer S. Blevins Review Officer of Buncombe County, / CITYOFASHEVILLE
certify that the plat to which this certification is affixed meets all statutory / D.B.15 4, P. 191 \ � � I 9I
P.B. 154, P. ED \ �' ®I
requirements for recording. / • TO BE RECOMBINED WITH RBC �' �`',, `r�ii ir
9648-18-3942 • 5I8 RBC w
JOHN WHITE JOHN WHITE XI /
Jvnnfer S. Bevns / / y6 / • ®
December 09, 2019
0.4'AG
/ of / s2, aS II �'&
Review Officer Date C91• .1o11 APPROX.' \ r7
/ 4, / ?2• �P �O / / DIR / I- f �r
5 9648-16-3942
CITYOFASHEVILLE
9648-18-2629 RBC �Z / II / RBC D.B.124, P. 2
WANDAS. WORTHY& SPENCER • I` / II/ JOHN WHITE ®®''
RBC "WNC" LEVON BOYD, ETAL 0.3' AG/ / 9648-18-3669 I • 0AG ®®®®
\AG D.B.3615, P. 711 /L/ CITY OF ASHEVILLE I� N.3'
P.B. 187, P. 114 D.B. 1524, P. 125 G0°>_
oh P.B. 15, P. 191
�
23g�i �
70
/ 5 / RBC \
JOHN WHITE •
RBC"WNC" V / 9648-18-3631 0.3'AG
0.7'AG / CITY OF ASHEVILLE
Jennifer S. Blevins , LAND DEVELOPMENT ADMINISTRATOR FOR THE
CITY OF ASHEVILLE, CERTIFY THAT THIS PLAT/PLAN HAS BEEN REVIEWED AND
APPROVED BY THE CITY OF ASHEVILLE, N.C. DEVELOPMENT SERVICES
DEPARTMENT ON THIS DATE.
PROVIDED THE PLAT IS REGISTERED IN THE OFFICE OF THE REGISTER OF DEEDS
OF BUNCOMBE COUNTY, N.C. WITHIN 30 DAYS OF THE DATE OF THIS APPROVAL.
Jennifer S. Blevins December 09, 2019
LAND DEVELOPMENT ADMINISTRATOR DATE
D.B. 1531, P. 801
P.B. 154, P. 191
NopFNF �
Ljj
0
3
y
30' PROPOSED PRIVATE
ACCESS EASEMENT
(HATCHED)
9648-18-7790
CITYOFASHEVILLE
D.B. 3911, P. 437
E 172
TENNIS COURTS
�I CONCRETE STEPS
1/2" REBAR
0.3' BG _
9648-18-7790
CITY OF ASHEVILLE
m ijA/
D.B. 3911, P. 437
p
rn 4j/Q
•1/2"
REBAR
1.1' BG
• 1/2" REBAR
DISTURBED 0.1'AG
i0)
• 1/2" REBAR
FLUSH
.r
TENNIS COURTS
S 86°'17'15" W 45.00' (T)
ASPHALT
M
9648-18-3942
CITYOFASHEVILLE
z
D.B. 124, P.2
A
TO BE RECOMBINED WITH
9648-18-7790
r
A
9648-18-7790
CITY OF ASHEVILLE
ur D.B. 3911, P. 437
g
N co
N
m
w
A
PARCEL "B"
"t
3
potton
St
ID
Pam Hilliard
Ave c
O
�
G
L
Vicinity Map
N
not to scale
LINE
BEARING
DISTANCE
L1
N 89°56'59" E
30.05'
L2
S 03°1T56" W
143.61'
L3
S 00*06'40" W
91.78'
L4
S 11 °02'45" E
40.46'
L5
S 08' 15' 19" E
45.35'
L6
S 03°07'05" W
33.31'
L7
S 01 °42'45" E
40.00'
L8
S 88°1T15" W
22.53'
L9
N 00°00'20" E
54.48'
L10
N 12°59'39" W
15.80'
L11
N 00°06'40" E
92.61'
L12
_NO3*17'56"El
142.69'
LEGEND
❑•
-------
NCGSMONUMENT
Di
-------
#5REBAR FOUND
Q-------
#5REBAR W/CAP FOUND
•
- - - - - - -
#5 REBAR SET WITH "EHA" CAP
Q
-------NAIL
FOUND
- - - - - - -
DRILL HOLE
O
-------UNMARKED
POINT
BOUNDARY LINE
-
- -
- ADJOINER
OU
OVERHEAD UTILITY
>�
FENCE (AS DESCRIBED)
®®®----®
STORM WATER LINE
$S SANITARY SEWER LINE
GAS
GAS LINE
v
WATER LINE
®
- - - - - - -
SEWER CLEAN OUT
-------GAS
VALVE
- - - - - - -
UTILITY POLE
®-------WATER
METER
D4-------WATER
VALVE
®
- - - - - - -
SANITARY SEWER MANHOLE
jx
- - - - - - -
LIGHT POLE
-------SIGN
Zf
-------FIRE
HYDRANT
AG
- - - - - - -
ABOVE GRADE
BG
- - - - - - -
BELOW GRADE
CMP
- - - - - - -
CORRUGATED METAL PIPE
DI
-------DROP
INLET
INV
-------INVERT
RBC
- - - - - - -
REBAR WITH PLASTIC CAP
"M&C"- - - - - - -
MATTERN & CRAIG
- - - - - - -
PROPOSED 30' ACCESS EASEMENT
\\\\ • 1/2" REBAR
RBC \\\\\ DISTURBED 0.1'AG
JOHN WHITE 03AG
0.21' OFFLINE • \\�\ / \
/ \\\\\ 33.57
Wco
\N GRAVEL I P
\ 1
I, ROBERT C. BROWN, CERTIFY THAT THIS MAP WAS DRAWN FROM AN ACTUAL SURVEY MADE G / I \�v
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN DEED BOOKS AS NOTED) USING
TRADITIONAL FIELD PROCEDURES; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AND ARE DRAWN FROM INFORMATION FOUND IN DEED AND PLAT BOOKS AS
SHOWN; THAT THE RATIO OF PRECISION AS CALCULATED [(21 NCAC 56.1603)] IS 1:20,000 OR P L A� T B O l\ K 15 0, P A G E 172
BETTER (CLASS A); AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF V / \\ /
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA [(21 NCAC 56.1600)]; THAT THE / / \\ 1 I/ /
GROUND SURVEY WAS PERFORMED ON AUGUST 9TH, 2019; THAT THIS PLAT WAS PREPARED 9648-18-3319 - - - - - J
IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. I ALSO HEREBY CERTIFY THAT THIS SURVEY \ CITYFA9SHPEVILLE RECOMBINATION SURVEY OF PROPERTIES OWNED BY:
IF OF THE FOLLOWING CATEGORIES AS DESCRIBED IN G.S. 47-30: n
d.) THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF \ N 01 y ���\
\� GRASS \ \ Cityof Asheville
EXISTING PARCELS, A COURT -ORDERED SURVEY, OR OTHER EXCEPTION TO THE DEFINITION w
OF SUBDIVISION; \ MI 360 H I LLIARD AVENUE
FURTHERMORE, STATE PLANE COORDINATES FOR THIS SURVEY WERE OBTAINED BY \ \ z
GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) SURVEY, AND THE FOLLOWING ®I �, 9648-18-7790 PINS: 9648-18-7790, 9648-18-3942, 9648-18-2778
8-18-3942
INFORMATION WAS USED TO PERFORM THE GNSS SURVEY: \ 964FASHEVI P CITY OF 11 P.4 7 D.B. 1524, P. 123, D.B. 1131, P. 436,
CITY OF ASHEVILLE � vt D.B. 3911 P. 437
\ D.B. 124, P. 2
HORIZONTAL POSITIONAL ACCURACY: 0.02' \ TO BE RECOMBINED WITH �I D.B. 3911, P. 437, D.B. 124, P. 2, P.B. 50, P. 172
VERTICAL POSITIONAL ACCURACY: 0.03' \ 9648-18-7790 � CITY OF ASH EVI LLE
TYPE OF GNSS FIELD PROCEDURE: STATIC (POST -PROCESSED USING OPUS-RS AND TOPCON 9648-18-2364 \
TOOLS SOFTWARE CITY OF ASHEVILLE BUNCOMBE COUNTY NORTH CAROLINA
DATE OF SURVEY: AUGUST 28, 2017 D.B. 5370, P. 914 \ \
HORIZONTAL DATUM: NAD83 (2011) \ I SCALE: 1" = 50' 08/09/2019
VERTICAL DATUM: NAVD88 \ ROBERT C. BROWN, PLS
GEOID MODEL: GEOID 12A JOB# 17173
LOCALIZATION POINT: NORTHING: 689,044.59 EASTING: 941,477.85 5/8"FLUSH DRAWN BY: J. EARLEY CHECKED BY: R. BROWN
COMBINED SCALE FACTOR: 0.9997936 N85°07'00" W 14252, • COMPANY LICENSURE # C-2806
UNITS: U.S. SURVEY FEET L
Type: CONSOLIDATED REAL PROPERTY 1/2" REBAR - - - - _
Recorded: 12/9/2019 2:25:06 PM FLUSH EDHOLMES
WITNESS MY SIGNATURE, LICENSE NUMBER, AND SEAL Fee Amt: $21.00 Page 1 of 1 9648-18-3265 �I co
-7
® ® SCOTTALAN PAXONAND 9648-18-5263 r
®ao- CA Buncombe Count NC 6
® DONNAANN PAXON BOYDALEXANDERAND WIFE y, F w i & SSOCIATES
® Drew Reisinger Register of Deeds D.B.4722, P. 728 J DOROTHYALEXANDER
THIS DATE: December 09, 2019 / P.B. 8, P. 46 D.B. 1766, P. 302
® B K 204 PG 72 Q W I P.B.B, P.46 L A N D S U R V E Y O R S P A
Ro6ert C. Brown L 02 _ 300 RIDGEFIELD CT., STE. 301, 28806
--- 7 V I P.O. BOX 17335, ASHEVILLE, NC 28816
ROBERT C. BROWN, PLS f , PHONE: [phone]
U7
CD
Jorif" in. Wnr.(`7®6.71 na.a :FA.R'2FF.AQn7RF9Q1g1k7 - - - - r
Bdok: 204 Page: 72 Page 1 of 1
Page 1 of 1 18907BE2953A7 ,III 1I II