NCC222283_Site Plan or Location Map_20220706

Parcel Identifier Number
Address
Area
Zoning
Conveyance Document
Additional Reference
9649-63-0433
123 Charlotte Street
4,193 ± sq. ft./0.096 ± Acre
CBI
DB 5828 Pg 1004, Tract One
Plat Book 48, Page 1
9649-63-0339
121 Charlotte Street
3,866 ± sq. ft./0.089 ± Acre
CBI
DB 5828 Pg 1004, Tract Two
Plat Book 48, Page 1
9649-63-0229
N/A
14,595 ± sq. ft./0.335 ± Acre
CBI
DB 5828 Pg 1004, Tract Three
Plat Book 48, Page 1
9649-63-1322
N/A
25,667 ± sq. ft./0.589 ± Acre
CBI
DB 5828 Pg 1004, Tract Four
Plat Book 48, Page 1
9649-63-2324
276 Chestnut Street
25,395 ± sq. ft./0.583 ± Acre
CBI
DB 5828 Pg 1004, Tract Five
Plat Book 48, Page 1; Unrecorded plat by J. Glenn Haynes
9649-63-3311
N/A
23,045 ± sq. ft./0.529 ± Acre
RM16
DB 5828 Pg 1004, Tract Six
Plat Book 47, Page 101
9649-63-1408
125 Charlotte Street
18,719 ± sq. ft./0.430 ± Acre
CBI
DB 5828 Pg 1004, Tract Seven
Plat Book 48, Page 1
9649-63-0673
135 Charlotte Street
8,128 ± sq. ft./0.187 ± Acre
CBI
DB 5828 Pg 1004, Tract Eight
9649-63-0596
129 Charlotte Street
8,746 ± sq. ft./0.201 ± Acre
CBI
DB 5828 Pg 1004, Tract Nine
9649-63-1559
3 Baird Street
5,786 ± sq. ft./0.133 ± Acre
RM8
DB 5828 Pg 1004, Tract Ten
9649-63-2507
15 Baird Street
7,543 ± sq. ft./0.173 ± Acre
RM8
DB 5828 Pg 1004, Tract Eleven
9649-63-2557
19 Baird Street
9,006 ± sq. ft./0.207 ± Acre
RM8
DB 5828 Pg 1004, Tract Twelve
9649-63-3514
23 Baird Street
11,470 ± sq. ft./0.263 ± Acre
RM8
DB 5828 Pg 1004, Tract Thirteen
Plat Book 198, Page 221
9649-63-3575
25 Baird Street
8,586 ± sq. ft./0.197 ± Acre
RM8
DB 5828 Pg 1004, Tract Fourteen
Plat Book 198, Page 221
9649-63-5434
132 Furman Street
27,059 ± sq. ft./0.621 ± Acre
RM8
DB 5828 Pg 1004, Tract Fifteen
Plat Book 198, Page 221
9649-63-6552
134 Furman Street
7,978 ± sq. ft./0.183 ± Acre
RM8
DB 5828 Pg 1004, Tract Sixteen
Plat Book 198, Page 221
I
MSD MH42-6320
Top=2189.3' U-OU-OU-O
MSD MH 42-6535
Top=2192.65'
Invert in=2188.1'(4"pvc)
Invert in=2187.9'(6"clay)
Invert out=-2187 Tffl"clay)
TREE ABBREVIATION LEGEND
CCB Cucumber
CDR Cedar
CHY Cherry
CTP Catalpa
DGW Dogwood
HLY Holly
HML Hemlock
MPL Maple
SWD Sourwood
SYC Sycamore
BARD STREET
(public, paved, 34' right of Way(see Notes))
MSD MH 42-6534
LINE LEGEND
ABBREVIATION LEGEND
SYMBOL LEGEND
I, Martin A. Barnes, certify that this project was completed under my
Boundary line (to remain)
ag
above grade
direct and responsible charge from an actual survey made under my
Boundary tie line
bg
below grade
O
• • • • • •Unmarked point
supervision; that the ratio of precision as calculated [(21 NCAC
-
- Lot line PB 198 Pg 221
asph.
asphalt
0
• • • • • •Hexagonal rod found
56.1603)] is 1:43,665 or better (Class A); and that this map meets the
Lot line proposed for abandonment
bsmnt.
basement
O•
• • • • •Iron pipe found
requirements of The Standards of Practice for Land Surveying in North
cmp
corrugated metal pipe
�•
• • • • •Magnetic nail found
Carolina [(21 NCAC 56.1600)]; that the ground survey was performed
Building setback line
cpp
corrugated plastic pipe
0
• • • • • •Magnetic nail set
from February 4 through March 17, 2020 to the 95% confidence level
-ou-ou-ou-
Overhead utility wires (unspecified)
cone.
concrete
O
5/8" Rebar found described)
to meet Federal Geographic Data Committee Standards [(21 NCAC
ss
Sanitary sewer line
DB, Pg
Deed Book, Page
(as
56.1606 (3)9b)); that this survey was performed to meet the
. m m i Storm water line
EHA
Ed Holmes &Associates
O•
• • • • •5/8" Rebar with EHA identification cap set
requirements for a topographic/plani metric survey to the accuracy of
w
Water line
HP
Handicapped Parking
M
• • • • • •Drill Hole found
Class AA; that the vertical control was completed to meet the Class C
G
Natural gas line
MH
manhole
B
• • • • • •1" Angle Iron found
Standard: furthermore, state plane coordinates for this survey were
- E - E -
E - Overhead electric line
MSD
Metropolitan Sewerage District
®
• • • • • •Water meter
obtained by Global Navigation Satellite System (GNSS) survey, and
-
- • • • • -Water valve
the following information was used to perform the GNSS survey:
- T - T -
T - Underground telephone line
NCGS
North Carolina Geodetic Survey
i•
• • • • •Fire hydrant
NP
No Parking
b
• • • • • •Water spigot
Horizontal Positional Accuracy: 0.01 m
-0-0-0-
Chain link fence
NT
No Trespassing
o-•
• • • • •Utility pole
Vertical Positional Accuracy: 0.02m
�--��
Wooden privacy fence
OIP
Open iron pipe
• • • • • •Utility pole w/light
Type of GNSS Field Procedure: Static (post -processed with Topcon
PB, Pg
Plat Book, Page
• • • • • •Guy wire
Tools software)
-•-•-•-•-•-•-
Metal handrail
PIN
Parcel Identifier Number
®s
• • • • • •Sanitarsewer manhole
Date of GNSS Survey: Jul 2, 2018
Y� July
rep
reinforced concrete pipe
• • • • • •Sanitary sewer cleanout
Horizontal Datum/Epoch: NAD 83(2011)
rr
railroad
®•
-Natural gas meter
Vertical Datum: NAVD 88
G
�
-Natural as meter
g
Geoid Model: Geoid 12B
R PZ
RPZ backflow preventer
0
• -Natural gas valve
Localization point: Northing: 693503.30', Easting: 945933.19'
RW
Road Work
El
• • • • • -electric meter
Combined factor: 0.99979115
SIP
Solid iron pipe
0
-electric transformer
Units: U.S. Survey Feet
TBM
Tem orar benchmark
® ®
HVAC t
Invert=N/A U-O®-OU Top=2201.45' MSD MH 42-60566 p Y equipmen
s - -ou Invert in=2196.2'(6"clay) Top=2213.35' typ. typical • • • • • •Sign Witness my Signature, License Number, and Seal
SS - Invert in=2206.0'(6"clay)
ss ` overt out=-2195.8'(6"clay) Truncated dome late
0` ss � ss / - - - S 23°38'04" E Invert m=zzo9.3'(a"clay) p
s 0 -OU Invert out=-2205.T(6"clay) this date March 31, 2020
y W S - 3/4"OIP,0.1'ag 39.20'tie ® •Stormwatercurbinlet -
Flow=2191.3' telecom box SS -/ J \ -O -OU- I
Flow-2189.1' 18, Inverr2,88s'�� ;,., ss j /ss o�� o - - u- . , 1 M -telecommunications pedestal
Invert in=2186.7'` PcrPP- _N W ( OS 5 OU U-OU O
J U SS O -telecommunications manhole -®
Invert out=2186.4' ° _ W � -OU-OU
°° / W — W ° \ W 1 S ss� SS / ou-0 -oU- v /#� -Lot Number from PB 198 Pg 221'�`aBC°Y°`
_ s,9edp��„5�,s-soo �-------
® > S 83° E 1 -otm e u o W � W �— ss� ss °�i �o - -
55'33" ° s \ -0u- -Temporary Martin A. Barnes N.C. PLS
24.11' I \ °� o - W W \ �� e Tem orar benchmark
ry PIN: 9649-63-0673 ,9 L6 - -� _
gravel w 2 013 °_ _ —� w O\) ss o �/�° FE • -fire extinguisher
p0� (Op upper landing OJT OJ ci ,G \ Js9f�
9 License # L-4274
° 1g C ,s° CDR 1 1,7- o _ ou ou ou- ou-IV °° o °� ss ss ss — �..... -emergency hone
ti r' I bsm t. door / w I o 6' DGW - U W �\ i 9 Y p
( tie border OJ 9 ' - W SS
° o l F I°G 26" CD s coot. L9 w -� W SS SS
MSD MH42-6321 g F porch'' j \ OJ 00 .c per J ! S ' I d/ \°G ° g coot. L - -ou- ss SS
TMH 2 -6321 vj `o ° o A- CA \ $ 8" Gw o 3 /�I 10 ° - OU-OU-OU_- SS SS MSD MH 42-6532
Invert=N/A I 2-story wood frame �\ Lp� 66 io //// J ._ 1 o I o concrete J Y N - - - - - SS ss
., O G o Top=2250.00'
~ m J/ ,� 2-Story wood G porch \� I I I „ ' 3 83°34'27" �/ - - _ - 5/8" RBR s 8 SS Invert out=-2243.0'(6"clay)
�� oil I I I ° 0 55' tie • - 2'01 " E ss
I al F� a I 113. -
y cc frame w/bsmnt. o porch G d 'L - - - - 50 RBR, 0.T a 5 S
25.55' E OJ/ asphalt j W® F �� I I I I 22 I 56.86' tie) 9 �� s
I 42" SYC S+ 8 T SS SS
r 2-story wood I
J / 2-story wood > N
zz
G �2198 to frame w/bsmnt.
I - deck O frame w/bsmnt. a 2-story wood I >
ti �- SSA G 3 O i frame w/bsmnt. g` ,°\1 I Jennifer Faille
ti ~ S o = N \ s I I lm I Sadie and Robert P. I I' Deed Book 4411 Page 306
3/4"SIP ,0.5'ag an
F o porch O sph . hump h C one erath
18" WL 3 ~ m po ch / Sd g o 100 Plat Book 198 Page 221
44' MPL smut. cress N I Z L door I Deed Book 4367 Page 805 0
bsmnf 61 TBM: Magnetic nail in sidewalk
y nc 26 c steps 24" WLN CF to deck I z-story wood = Plat Book 198 Page 221 I I oM I �/ PIN: 9649636558 Elevation:2250.85'
frame w/bsmnt.
PIN: 9649-63-0596 is ,y PIN: 9649-63-1559 \ N- 3 3 PIN:9649634525 00 S84°
I aD N Porch N �'- _
V . 40" OAK I tO er ~ \ m CID) _ 04'46" E
'•- 2-Story wood frame' I N 3 rn brick walk 1 d' M oo - _ Phoebe Sudrow 3/4" OIP, 1.0' a I
\ a) i O PIN. 9649-63-2557 'nM I I I 9 playhouse 160.05- deck 3-story wood
I a L _ o `- I � � I deck oo Deed Book 5703 Page 1801 Sara G. Peacock frame w/bsmnt. porch
m 1I _/ �I M c o I Plat Book 198 Page 221 Deed Book 1754 Page 496 planters
/ I 24"PN� Toren 8 PIN: 9649-63-2507 ❑ g o- o I PIN: 9649634584 I Plat Book 198 Page 221
' 9a� 3 w eelchalr lift rA M _ __ 36"ASH
•7//44"OIP.0 'bg(disturbed) coot. e� II I \ I o I I I /�l o f 91 PIN: 9649635544 /rJ1 r der to • "NP" "NP'
170• bicycle rat 3 I �/
N I S 83 91 r ❑ 2" OIP, 0.1a 3/4"OIP,0.9'ag �L± ( �.Diplanter`1 I cone \ / / deckti W� �5" E 176.58' felai 9 �'t I -
I Zoning:RM8 PIN: 9649-63-6552
. planting be s 0 � I � / I s 1 'HML cone. sidewalk N
N 0.8$'�= I I' o II ( gape• I t �/ f 7 / say I 2-story wood
I m c�•` J ° Zoning:RM8 �/ CN' � ste s framew/bsmnt. porch
I I 3 I UT01P, 0.4'bg� 4iJ, \� t tent `'� I 1 I / O
I ! \ \ rn r / ' WLN y " garage I I Zoning: RM8 M 4" WLN I N \ J Q I N ck)
_ shed 2-star wood
J I- W"OAK balcony r W I Co i
I atellite dish 2202 frame garage \ -0 0 0 �Ov
/ I amewwood I NO 3°5927 - U-ou-ou
frame wlbsmnt. \ • • DIG apartment per PIN: 9649-63-3514 )PIN: 9649-63-3575 � � E
I/ cellar _ _ 3/4" OIP l L2 �-5 / 58,65' I I c / 60.28' grav I drive°� o0
pj asphalt parking lot \ • as O gara e
\ ro 12" MPL door 3/4", 0.3'bg 1 46" K dead 'tea/t I o en shed ° / 9 concrete
y y ib 0 I porch 13 / S $2 ( ) OCM 44"' WLN s upper landing / I \
p °3� 45" • 56.90' I I deck °r
\ 3 _ porch PIN: 9649-63-1408 0 g7{28' E I3r4' P, M&H cap, 0.2'ag Sate • Z
IO \ d. 18" SYc 18"HM O°
o W N 36' CCB o 113.76- I q l ` steps 2-story wood po ch \
N i1445 A 4,�5` $ 32", AK / \ coot. sidewalk \ O
i o 32" MPL / y -� N ' \ storage container ' 8 WLN shed S 84°1g•50" E Q 6" M'LN \ \ frame w/bsmnt. 22 °
h N s' wLN _ 56,9 ( W v
/ H y I / / N 9 16" WLN \ H 8" WLN 4°0$'S3'8' WLN 1 Otal ram, J 24" SYC 2' 3/4" OF 1 F6' /
I � 2204 / ^ PQ � I {'3 E 170.66' t � refus"� wLN
0 9 ' 4" DGW - 20" WLN I WLN I NP
0
V i',p �
W pn
2" CHE
N
/ y 27p I G - G 97. W!' total / O 60 I I / of w 4\8" WLN 8° uvLN 8° wLN
_ 'HLY S 83 'total / 124.39' total Z I o 1s° wLN \ /12� �2 io" wLN N I I v iv I o
I f[l ~ S $3°36-12" 2206 I �%\ 8"SYC / dum stet ad J \ \ / 222 �28� 12" WLN'"" 36" O(aK \ r /
P• N / N
• E 10 RDB
P °h • / _ 3 / I \ 56.65' 35.78' ' 6 1, " WLN 014, WLN I I I rn N I a
O I - {y 2-story wood 3/4"OIP,0.4'ag 16" HML 15" HML GO 12"OI ,0.2'ag
O
cone 0 10" HML dead r G
N Z H n /frame w/bsmnt. 16" HML O ( ) S+ • Invert- 17.9' 4�' 43 ( � 21" MPL
20" MPL �i i i i i i i O �36' OAIC� 6" ' 18" HML 24 L • 12" RDB • /ryry 18" WL �$ ••LC n ,s��t • 24' Cmp �ert-2220.9' Q I r 3 o
I M h / 12 ML 3/4"OIP,0.9'ag 10• HML r / 11 �7 J [ 1 B ,0.1'ag \ 2 PIN: 9649-b3-5434 zo" � N \ /
1 'WLN 8" MPL Vi
IN: 9649-63-0433 1 "DGW i - - - e i 7, _22 352.69' I
F `1' J / 104.86' / ,�,, s�" G i 16" WLN N
MSD MH42-6322 V \ F19�3 7' HML / t S 83°59'
/ \ shed / 10" HML I I ' CCB J / °oh 27" E 2O' WLN I 1 0. wLN
4ete 36" OAK r p E
Top=2195.1' I U a E E- "NT" o
� w? / ,o°HML s••cc6�"cc6 shed Invert=2188.2' ti H asphalt di OU\ as ��
97,81' o� a o 20" HML / r HML t l f n e qr
(from MSD GIS website) S 84°OS'10" ° �' / W `°"` / 11 / Zoning:RM16 �222 _ ' 14' CHR N _ E -
I' 56" SY S E �OU I / C 2,Lp6 12" HML overhang �� I I I I V' c ' 8 \ 22 0 22 2 E - E` satellite dish
I Ou-OU-O I N 30" Hit\L� �onewall I I I i wLN RCG-Killian Asheville Arms, LLC \ \3 �3 \ _\
L 5 6" MPL o *6" HML -) 16' HML 18" HML I Deed Book 5828 Page 1014, Tract Two \N� 22
MSD MH 42-6322 ~ 2-story wood LV # 2 HML I l _ 40 _ 1/2�RBR,0.2'ag JW
W I I _ _ PIN: 964963523900000 I /
ow MSD MH 17-6539
� I M n frame w/bsmnt. I ,a^ HML L—
W h /, , , , , , , 2" CDR / UI /
O Invert in=2240.2'
O I' porch H an N I I I + _ E AREA speed humps �( I ' C3 o Top rt in 224
of PIN: 9649-63-0339 �3 / ,2° HML I E � 1 4,�
N Z � M I6" DGW ,\av I I I F 2.024 ± Acre I / MPL 6" MPLII / Invert out=-2239.8'
t•.l. W O 10" CDR coot. Shed / II asphalt parking lot / 0 5
O / 18 HML 2226
3 ~° 9 .82' o Z/ PIN: 9649-63-132_It„ W �� I j
W O I S 84 b5'10" E I — NT' _ W _ 10" HML I I' / ' W I I —I 4" bollards I I I / "
H trash can I ' parking space striping (typ.) D
/ I r r 10" HMLI I I 2-story brick and wood I I / E(� I o
r05 I I N frame apartment building r NP / I
O F- m 56" CTP � 30" MPL
I � / � I � � I 1' electric \
0 `r'I PIN: 9649 63 2324 I N r I box
asphalt parkin` lot 3 00 v I 9a�e/ I I 2-story brick and wood I I
/ `t I 24- electric panel frame apartment building 1 I
N 22 \ I with meters 2-story brick and wood F \ I LU O
I I W I W I frame apartment building electric panel I
_ I I W with meters � N 0 � Y
I I I / N- in I PIN: 96 9-63-3311 I // r I I y�
concrete fire stop (typ.) � cant. walk steps tam I I I O/ I im �2-mstor.yP=anntdb wood 1 I C ` L
p q�
I PIN: 9649-63-0229 / / shed M II N I cone. pa - - Tauildin F I C9i I w
I I
/ H O 45" HML ~ I T' SWD/ I O � 1 .� � O _ — I SS
asphalt bre E 1 J Z / a -- 2226 - I — SS t-1 w I I Q 3
tLLL — / / _ I _ speed humps I I 2-story brick and wood SS I ° I I
~ \ I I L. I /J r 2 o o W �j (� O- O O 4' chain link �i I 7 O
TBM: Magnetic nail in sidewalk \ \ trash can - O / y / \/ - i Tame apartment buildin I Train inlet O O O _ NI / IM I16" MPS F I L Co a p Top=2225.6' O
CID
9 Elevation: 2196.00' / \ H °O R I V / '° I I I Invert-2224.7' I III I N I I coot. pad I I O rn �
❑ N
'•"'\/ /\ O18U' -OAKI \' \• \ a n(-e wai/n- \ �wE ' I���j II 111 $e /� 1I_ I II 'I < / /\ \�\ '\/\/1 `1�/1` 1\ _ \ 1rI—It I.qIyTI,' IIIII I�>t`O l� fr2/\a-mOsteo ryapbarrictmk eanntd bwuoildoidng I I( I III NNII uI pII / up �I'JI II\II JI1I II IoIf
I\
/❑ /ti �
I °
\`�I
I
O `j M.
32MMIHP POOL to
❑
I
J� �m
CD3/ steps Wo Drain inlet elec. stubout
3MPL y I I To= LLMSD MH 17-6323 asphalt parking lII I (
cone. II Invert=2224.2' Top=2196.3' 0O- N
OO-O _p 8 DGW FInvert=2188.2'(from 10"DGW outfall unknown) GIS website \
40"OAK Oelectmriepeanecc_P /E�/E~I12" DW I 'DGW HML wits
°3 V
98-p4\u `26" MPLN 83 3r W \F
IS 3"ML 2-story brick and wood
Tame apartment buildin
RW
sidewalkqHLY 6" HLY \ ` \^3074"LY
31'13' ap,ss NP„ N 83 "P, 02bgG N 83°56.49�W 2" RBC, "Matheson"
ss SS SS 89.93' 8' MPL 6" MPL "Asheville Arms" oI ny
stone P&1�1136k�25') LZ electricpane-
/
o 8
- — ss �� / - - • 92.32' " MPL - lt1 with meters
\t \ 6" DGW ' I I
- / ^ ° • . 12" BR
\ 8" DGW 1
SS ( 0 \ \
W ss / ° - - \ \ 8" DGW �.. BGW n
— W \ S SS - _ \ 4,� r� 8" DGW w
_ _ Er' DGW / T T T 1
_ - 353,25' y� - 2234-
W - W —\W ° \S LU ss < ss \ \ �10 J yy _ - _ cone etc sidewalk e Dcw ( - - f o \ ss ss ° N 84_00 "I W R�� o
\_
_ w� ss - - 2- w
MSD MH 17-6548 �-- wt,= \ SS 5 / �-'223 \ NP
Top=2209.60' - - - \ o SS SS
Invert in=2206.0' - - \ N ss/ ° -- o I
Invert out=-2206.0' CHEST�� -�- -�•- _ — N \ SS1 SS ss /�J G
(Public, paved, 39 ght oiS TREET •1"OIP - - - - OJ/ 33 — ss — °6 — 33G\° ( I w yy
SS Notes)) N 46°44'58" W MSD MH 17-6549 ss �_ o
Top=2221.45' �� concrete sidewalk
63.63' tie Invert in=2215.9'(6"clay-apts.)
Invert in=2217.1'(4") —
Invert in=2216.9'(6"clay-main)
Invert out=-2216.T(6"clay-main)
LINE
BEARING
DISTANCE
L1
S 04°20'06" W
18.94'
L2
S 82°31'19" E
41.37'
L3
S 83°38'28" E
49.37'
L4
S 04°20'06" W
11.29'
L5
S 82°31'45" E
8.63'
L6
S 83°55-33" E
1 47.09'
L7
S 83°55'33" E
1 50.00'
L8
S 83°55'33" E
1 59.71'
L9
S 83°34'27" E
1 54.62'
L10
S 83°34-27" E
1 56.90'
° � s
TBM: Magnetic nail in sidewalk I -T-ou\
Elevation:2231.65' II OU
MSD MH 17-6540
Top=2232.50'
Invert in=2230.1'(4"clay-NE)
Invert in=2225.7'(4"clay-S60E)
Invert in=2229.0'(4"pvc-S40E)
Invert in=2223.0'(6"clay)
Invert out=-2222.6'(6"clay)
.001�� CAl4jp��''•.
a SEAL f 7
L-4274 y
Su
A B P� w
0
co
00
Q
Z
Of
U
Z
NOTES
1. This survey is a topographic and plainimetric survey of several parcels.
2. Total Area of Parcels = 6.85 ± acres.
3. All areas calculated by coordinate computation method.
4. This survey was prepared without benefit of abstract title and matters of title should be referred to an
attorney -at -law.
5. This survey may be subject to rights -of -way, easements, reservations and restrictions, written and
unwritten, recorded and unrecorded, not shown hereon.
6. The certification shown hereon is not a certification of title, zoning or freedom from encumbrances.
7. Underground utilities shown are based upon in-house utility location, utility mapping provided by providers
and visible appurtenances and should be considered approximate. Call 1-800-632-4949 before digging.
8. Based on graphical location information from the North Carolina Floodplain Mapping Program, the subject
properties do not lie within a special flood hazard area, per National Flood Insurance Rate Map, Map
Numbers 3700964900J, effective date January 6, 2010.
9. Any streams, creeks, ponds, lakes, wetlands, etc. located on this property, shown or not shown hereon,
may be subject to buffer areas. It is the owner/developer's responsibility to have the areas designated by
person(s)/firm(s) authorized, by the proper authorities, to make such determination; none observed.
10. All distances shown hereon are horizontal ground distances unless otherwise noted.
11. All horizontal coordinates are relative to N.C. Grid NAD 83 (2011).
12. According to the Buncombe County GIs website, the subject properties lie in three different zoning
districts (see table of properties on face of plat); CBI (Community Business 1), RM8 (Residential Multi -Family
Medium Density District) and RM16 (Residential Multi -Family High Density District).
The followingminimum setbacks shall be required for uses in the Community Business I District.
q Y
Front: 15 feet, except that the minimum setback may be reduced to zero feet in pedestrian -oriented areas
where road widening is not anticipated provided that all parking is located to the side or rear and not closer to
the street than the fagade of the principal structure, and where pedestrian -oriented design features are
incorporated in building and site design.
Side: None required.
Rear: None required.
Corner lot, street side: 15 feet.
The following minimum setbacks shall be required for uses in the RM-8 District.
Front: 15 ft.
Side: 6 ft.
Rear: 15 ft.
The following minimum setbacks shall be required for uses in the RM-16 District.
Front: 15 ft.
Side: 6 ft.
Rear: 15 ft.
The landscape and buffering standards (section 7-11-3) may require additional setback; if so, the most
restrictive requirement shall apply. The minimum spacing between structures shall, in addition, be as per the
Asheville Fire Prevention Code. Reference is made to the City of Asheville Municode for additional
development standards and regulations.
13. All property corners found or set are flush with the adjacent grade unless otherwise noted.
14. Rights of way widths for Charlotte Street, Chestnut Street and Baird Street are from City of Asheville
archival survey drawings provided by John White, PLS.
15. Vertical datum is NAVD 88.
Topographic and Plainimetric Survey for
RCG-Killian Chestnut
Residential Properties, LLC
REFERENCES
PINS: See Table on Plat
Deed Book 5828 Page 1004 (16 parcels)
Deed Book 5828 Page 1014, Tract Two (9649-63-5239)
City of Asheville, Buncombe County, N.C.
Date: March 16, 2020 Drawn by: M. Barnes
Job #20007 Checked by: R. Brown
Martin A. Barnes, PLS L-4274
ED HOLMES
&ASSOCIATES
L A N D SURVEYORS , PA
300 Ridgefield Ct. Ste. 301 Asheville, NC 28806
Company Licensure # C-2806
828.225.6562
40' 0' 40' 80' 120'
SCALE 1" = 40'
Revision - March 31, 2020 - Added underground electric lines and
miscellaneous electric structures in apartment courtyard.
D20-018
' DocVerify ID: DOEADF6E-BA3E-4666-BOF8-D8FD9B21F704 'III ��'I II
I I
www.docverify.com
Page o