NCC221163_Site Plan or Location Map_20220325

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1, ROBERT K. S PLAT.......
FICER
WAS DRAWN UNDER Y'MYRSUPERVISION ., CERTIFY HFROM AT I AN ACTUAL .%• < CA Rp'••, "Shipley" Geodetic Monument STATREVIE'OFFNORTH CAROLINA
SURVEY MADE UNDER MY SUPERVISION (DEED %•` Q' �$S/ �/ ••• N-668,713.50' APPROVED BY THE PLANNING DIRECTOR OF THE CITY COUNTY OF BUNCOMBE
DESCRIPTION RECORDED IN DEED BOOK 5843, PAGE %= OF Oti 2"9 �� E-928,304.73' OF ASHEVILLE, N.C. ON
1725); THAT THE BOUNDARIES NOT SURVEYED ARE Q� S C&G Y �`3� Jennifer S. Blevins
CLEARLY INDICATED AS DRAWN FROM INFORMATION AS SEAL = Fy ��` �b 4 f Q I
SHOWN ON THE FACE OF THIS PLAT; THAT THE RATIO _ _ ®o\ 5�` ��• 0 A da 04/30/2020 REVIEW OFFICER OF BUNCOMBE COUNTY, CERTIFY THAT Z m
OF PRECISION AS CALCULATED IS 1:10000+; THAT L-3959 C ry0 17jra� `i St PROVIDED THE PLAT IS REGISTERED IN THE OFFICE OF THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS � �
THIS MAP MEETS THE REQUIREMENTS OF THE Z �J �y O� �� &G W ApprO (C@d fly • THE REGISTER OF DEEDS OF BUNCOMBE COUNTY, N.C. AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR cn
21 STANDAROF DS
1600 D AND THATTIN HIS
NORTH WAS
OLINA •••• ti UF2 ;,� oner tie xip� e M 9i al' I WITHIN 30 DAYS OF THE DATE OF THIS APPROVAL. RECORDING. v
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PREPARED IN ACCORDANCE WITH GS 47-30 AS •••, %K. BRP•••` POINT OF BEGINNING ry Se per Ed °f �'/W per ��d ®° 04/30/2020 o m
AMENDED. ���..���..�•• N-667,254."I Line a of per p • AB. JennAirS.Blevins ao
E-928,803:44 o f e' /2, p 12 APPROVED DATE: Z
THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN pp, \ 9' -9pg-
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS t9 7) JennferSBlevns
AN ORDINANCE THAT REGULATES PARCELS OF LAND. (� / / \ S�1=tS4gF \ \\ \ REVIEW OFFICER'S SIGNATURE
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WITNESS MY ORIGINAL SIGNATURE, REGISTRATION (� O \ . 1 -1
NUMBER AND SEAL THIS o /o Zs. \ti Grounq
J CO�ar \ Street ` e O4gI G q \
04/30/2020 DATE n ` r� ^ / �� Geer CO S eet S/ye & �N�G- n R9 0 \
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Robert K Brady Jr. _ v �� #5 r �o _\
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ROBERT K BRADY, JR., PLS-3959 RBF SwI k b 3 3• \ o i
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I, Robert K. Brady, Jr., certify that this map was cr�j r l \ �\ Sony ory Woter Ins
drawn under my supervision from an actual GPS (or N PP c, LP ewer ;;n �y
GNSS) survey made under my supervison and the o
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following information was used to perform the survey:
Class of survey. Class B\holy e C&G
Horizontal Positional accuracy:0.004 ,� qa �:
Type of GPS (or GNSS) field procedure: Real —Time w \ C&G CpawOte
Kinematic networks P, ° a�P -- � ` °jnt ;ry
Date(s) of survey: 08/06/2019 SWI a° P NLS 2 R/ly u
Datum/Epoch: NAD 83 (2011)(EPOCH2010.000) '� on TC 200 0
Published/fixed control: VRSco
Geoid model: GEOID126 RBC
Combined factor: 0.999782820 _44/ /Sa
Units: U.S. Foot O Concrete c r° 4.684 Acres qQ U� /� o I?M Loading o a a o
Horizontal positions are referenced to NAD83(2011) oN Dock 204,043 Sq.Ft. o w 3
w
04/30/2020 DATE - ' oa
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Robert K Brady Jr. net U �
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RBC
ROBERT K. BRADY, JR., PLS-3959 U f elF� l o co
Passco AshevillE
Exchange DST
D.B. 5714, Pg. 1913
P.B. 148, Pg. 117
PIN 9626 67 1364
Buncombe
County Zoning:
Commercial
Service District
ROCky
Ridge
Rd.
Wedgefield /—
Paooda
Asheville Outlets
Ra Site
U'
Y
Sarty/y Rd Oak Ter
N.c m
m 'fz m�
Ridgefield
��• saidis Blvd.
Cir.
VICINITY MAP (N.T.S.)
Legend
Epp
Power Pole
LP•
Light Pole on 2' diameter
concrete pedestal
Sanitary Sewer Manhole
®
Storm Sewer Manhole
SGO
Street Sign
M WV
Water Valve
FH®
Fire Hydrant
GV
Gas Valve
®
Curb Inlet
Catch Basin 3' x 2'
®
Water Meter
Gas Meter
T
Fiber Optics
Underground Enclosure
Handicap Parking Space
RBF
Rebar Found
IPF
Iron Pipe Found
RBC
Rebar with
1" Plastic Cap Found
NLS
Magnetic Nail Set
C&G
Curb and Gutter
TC
Top of Curb
SWI
Storm Water Inlet
O/H
Overhead
E&T
Electric and Telecom
DOT
Department of Transportation
N.C.
North Carolina
FDC
Fire Department Connection
FOC
Fiber Optic Cable
N.T.S.
Not to Scale
D.B.
Deed Book
Pg.
Page
P.B.
Plat Book
PIN
Parcel Identification
Number
R/W
Right —of —Way
N
Northing
E
Easting
COA
City of Asheville
U/G
Underground
Type: CONSOLIDATED REAL PROPERTY
Recorded: 5/1/2020 3:31:36 PM
Fee Amt: $21.00 Page 1 of 1
Buncombe County, NC
Drew Reisinger Register of Deeds
BK 207 PG 130
T °orb) Subdivision for
akrote/ C&G Pinched ti
T IPF 32p3 cgs. Co P/ ro AC AVL LLC
401 j� �r�a Appr '8,08"VV s Wj; er to LP
^ oxiinote $4$Cul�e BS Street Si
ato1.Y- c! �r • MOr9in °f ed Ota/ N 'ae Setb k �Wtter / l2� cuiVert City of Asheville Buncombe County, North Carolina
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]TT^ R/W per p\ 9e °f gspho/t SW; \ \ irneo �rrd o ? in / ... p/ O }�r }�r�
[� +l y� \ e `7 `7
a14c 2 pg from FWOter/in0 - / •S PIN: 9626 66 9964 Current Owner: AC AVL, Address: Lot 1 - 881 Brevard Road
per j� B 12 d oak Of °serpent / l / v
4r v LLC Lot 2 - 887 Brevard Road
Asheville, NC 28806
pp ) SG /
O D.B./Pg.: 5843 / 1725 Zoning: RB - Regional Business
A Cg / T M°rksr OC
G
Job Number: 20-042 Firm License No.: C-2921 Date: 08/6/2019
POrOxfrpOte M o f edge ph Wi Spike in %$ Surveyed by: RB Drawn by: RKB PLS: Robert K. Brady,
Jr.
GENERAL NOTES: °r9'n R of As Olt Asphalt Z¢�
8. This map does not transfer to anyone other than the persons or business named in /W found Calculated
1. Property subject to all easements, rights —of —way and restrictions of record the title block and may not be used without written authorization from Blackrock per p.g Point in GRAPHIC SCALE
Surveying and Land Design, PC. �2 p9 S R/w
2. Lines not surveyed are shown as broken lines from information referenced on the
face of this plat
9. Regional Business Building Setbacks
3 N
Setback standards. The following minimum setbacks shall be required for uses in the
\ti
3. The area shown hereon was computed using the coordinate computation method
Regional Business District.
o a Co
4. Subject property is not located within a flood hazard area according to flood
Front: 35 feet, except that the minimum setback may be reduced to five feet
a2
insurance community 370096200J, panel 9626, suffix J dated January 6, 2010
in pedestrian —oriented areas where road widening is not anticipated provided that all
o` o
parking is located to the side or rear and not closer to the street than the fagade of
5. Location of utilities, whether public or private, is based upon field location of visible
p p p
the principal structure, and where pedestrian —oriented design features are incorporated in
appurtenances
building and site design.
6. All distances are horizonal ground measured in US Feet
Side: None required.
7. This plat has been prepared without the benefit of a title report which may reveal
Rear: 10 feet.
additional conveyances, easements, rights —of —way or building restrictions. A North
Carolina licensed attorney —at —law should be consulted regarding correct ownership, width,
Corner lot, street side: 25 feet.
and location of easements and other title questions revealed by the title examination.
50
200
0
25
50
100
1"=50'
PO Box 8302
BLACKROCK
Asheville, North Carolina
SURVEYING 28814
phone: [phone]
8v LAND DESIGN, PC www.blackrocksurveying.com
J.,ifv in. of dAgr'29.F7gd.a'2nq. Rai q. A Ra71FrFarrr
Page 1 of 1 1AB475EC
Book: 207 Page: 130 Page 1 of 1 _ e M�i(:'2 1