NCC223179_Site Plan or Location Map_20220912

N
N
�w
z
ALL DISTANCES SHOWN ON THIS PLAT
ARE HORIZONTAL GROUND LENGHTS.
us
A COMBINED SCALE FACTOR OF 0.999796
z z
W
z
SHOULD BE APPLIED FOR GRID LENGHTS.
NO GRID DATA FROM A RIK (VRS) SURVEY
ON 01-14-16 AND TIED
TO NCGS CORS.
STATION 'SWANNANDA".
,..
�. �..
pelf
........
ZONE AE
y(
FLOODWAY
"IT O DID
�p
OT
!rA f�/ZDNt AE 'P\sli
/ FLOODWAY i
ONCRETE PAO
CITY OF ASHEVILLE
D.B. 4862 Pg. 581
P.B. 128 Pg' 150
9627-99-2804
0
.......... -.
L56�
..............
._.. --'
ZONE AE
yy _.._.._.._
FLOODWAY t �1
•1m
ZONE AE
li
j
t O
•' __-_
' i�
v` ZONE X
tt
ttl ` 1
i�
u•ttl!i /v
APPROXIMATE LOCATION OF FLOOD HAZARD LIMITS
TAKEN FROM FIRM PANEL 3700962700J & 3700962700J
EFFECTIVE DATE : 04-03-12
ZONE AE :1% ANNUAL CHANCE OF FLOODING
ZONE X : 0.2% ANNUAL CHANCE OF FLOODING
o+t
)
tl
\tt i.
I L48 THRU'LBO IS WITH
OF HOMINY CREEK..
^/�//'/',��%/•- %E?ZONE A\ \ _
t .
ti
tf \
/ PROPOSED SECONDARY ':"'In l
ENTRANCE
ZONE AE I
1 22
r2t\
1 I
1
t
i I�
I
LINE 1 THRE L47 ARE WITH
i
CENTER OF SMALL STREAM
I I11t
I
� 1
I
ASPHALT PARKING
0 � tit
'
4
C I ------
CROSSROADS ASSEMBLY
1
_
I "'---
D.B. 1679 Pg. 748
9527-89-7881
\
I
•\
i
-
1
� �`
PROPOSED PRIMARY
55.3-2Ac. \X,
PORTION OF :D.B. 1679 Pg. 748 \
PORTION OF : 9627-89-7881 \ \rt
t. Jt \Nt..
\ ZONE X
Curve Radius Chord Bearing and Distance Arc Length
C1
100:00:
N 75. 43 56 W
87.00'
90.01-
C2
9000
N 73' D3' 16" W
70.65'
72.60'
C3
C4
150.00:
1Do.00'
S 79- 55, 51" W
N 74' 06' 09" W
20.453
99.61,
20.45'
104.27'
C5
700.00'
N 61' S4' S8" W
60.76'
61.74'
C6
C7
225.00:
205.00'
S 50° 07' 40" W
S 28' 02' 05" W
100.52'
65.45'
101.38,
65.73'
CB
85.00,
S 49' 53' 36" W
87.67'
92.11'
CITY OF ASHEVILLE
D.B. 4862 Pg. 581
P.B. 128 Pg. 150
9627-99-2804
ZONE AE
_.._.._.. _� _ FLOODWAY
L75
Line Searing Distance
Flat Bk. V` , Pg. l8 2- °
''. Li N 31° 12' 50" W 32.12'
L2 N 7' 45' 30" W 63.77'
L3 N 3' 01' 36" E 58.31'
L4 N 19, 03, 00" E 41.42'
L5 N 14° 44' 55" E 28.55'
1_6 N 20' 02' 06" E 7B.49'
L7 N 23' 07' 18" E 64.78'
a
Le N 7° 54' 49" E 39.53'
L
L9 N 3' 50' 51" E 43.33'
- --o `
L10 N 7' 35' 51" W 43.98'
Li1 N 20' 53' 52" W 50,94'
L12 N 27' 29' 51" W 50,37'
S[lE
L 13 N 32° 03' 54" W 79.60'
L 14 N 32. 42' 59" W 08.08'
` X w
L 15 N 23' 45' 28" W 19.885
L 16 N S. 20' 33" W 29.61'
L 17 N e' 52' 23 W 83.05
LIB N 5' 11' 47" W 52.16'
L19 N V 42' 59" W 70.71'
L20 N 2' 07' 19" W 39.26'
No Scale VICINITY MAP
LEGEND:
L21 N 9° 27' 57" W 37.56'
L22 N 2° 27 59" W 83.51,
L23 N 6' 36' 08' W 44,25'
O EIP=EXISTING IRON PIPE
L24 N 16° 46' 21" W 59, 19'
L25 N 23' 58' 13" W 42.94'
O IPS=#5 REBAR or SOLID IRON SET
L26 N 3T 57' 037 W 35.90'
V R/W MON=DOT RIGHT OF WAY MONUMENT
L27 N 44' 30' 53" W 33.98'
O CMS=CONCRETE MONUMENT SET
L28 N 6T 00' 41" W 32.51'
CC=CONTROL CORNER
R/W=RIGHT OF WAY
L29 N 88' 55' 25" W 33.85'
POLE= UTILITY POLE--P--- T---
L30 S 88' 36' 34" W 10&83'
L31 S 89' 26' S2" W 27.48
RRS=RAILROAD SPIKE
® WM=WATER METER
L32 N 81' 56' 00" W 3&39'
0 SMH=SEWER MANHOLE
L33 N 61' 51' 30" W 38,97'
0 =POINT NOT SET
L34 N 42' 35' 16" W 25.44'
FENCE= k "
L35 N 32' 27' 54" W 27,02'
♦ WV --WATER VALVE
L36 N 47° 15' 00" W 74,89'
L37 N 38' 16' 14" W 39.42'
UP -UNDERGROUND POWER TRANSFORMER
L38 N 32' 35' 23 W 51.82'
TP= TELEPHONE PEDESTAL
L39 N 35' 38' 29" W 68.54'
q F/H= FIRE HYDRANT
L40 N 29' 18' 03" W 27.07'
'irf =AREA LIGHT
L41 N 21' 47' 56" W 35.06
L42 N i6' 43' 03" W 22.07'
LINES NOT SURVEYED = -------------
L43 N 10' 42' 02" E 15.1 V
L44 N 3D•44' 43" E 14.66'
or
CREEK STREAM = ---"'-"
L45 N 2W 40' 59" E 23.96'
L46 N IT 06' 30" W 17.19'
L47 N IT 06' 30" W 22.48'
REFERENCE:
L48 N 77° 14' 45" E 173.92'
L49 N 76' 01' 51' E 159.06,
L50 N 51' 24' 55" E 113.27'
L51 N 45' 31' 47" E 166.47:
PORTION OF :D.B. 1679 Pg. 748
L52 N 24' 09' 55" E 106.00
L53 N 39' 06' 15" E 5&65'
L54 N 57. 56' 05" E 114.85:
L 5 N 62° 05' 41" E 1s7,70
TOTAL ACREAGE:
5
L57 N 54' 01' 51" E 83.72'
S532 Ac.
L56 N 60' 09' 44" E 83.05'
L59 S 82' 25' 27" E 67.97'
by coordinate computation.........
LBO S 58' 41' 55" E 53.42'
L61 S 24' 37' 33" E 40.71'
L62 S 17' 22' 49" E 107,74'
L63 S 14' 47' 13" E 146.61'
NOTES:
L84 S 10° 05' 51" E 146.15'
L65 S 13' 58' 57' E 185.80,
Adjoining property line. and ownership was
L66 S 22' 17' 54' E 184.40'
token from 8unaombe County GIS mapping
L67 S 21' 03' 43 E 18170:
L68 S I V 05' 58" E 108:09
and Is for informational purposes only. No
reliance should be placed on this inf --- U n,
L69 S 15. 33' 24" E 121.20'
L70 S 48° 51' 09" E 136.82'
This survey Is subject to any
L71 S 20' 00' 58" E 131.31'
easenents , restrictions , rights
L72 S 23° 06' 16" E 124.37'
L73 S 52° 11' 34' E 114.79'
of way , previous conveyances or
L74 S 69' 59' 23" E 126:52:
any Other facts that nay be
L75 N 8T 17' 45" E 9533
disclosed by a title examination.
L77 N 67° 45' S6" E 103,24:
This survey Is not Intended to be
L77 N 75° 35' 38" E 109.37'
L78 N 61' 47' 28" E 192.28'
used for ste design. Any utilities
L80 S 66' 45" E 12.65'
or drainage pipes shown hereon should
20'
L80 S 52. E 149.42
be v rifled b the ow y
owner prvor to an
All
L82 S 19' 57' 41"
41" E 49.42'
one{ruction. under
c ground utilities
L82 N 19' 31' 48" W 59.90'
31'
shown nre approximate.
L83 S 79' E 40.00'
L84 S 49' 56' 3" W 133.23'
45' 14"
L86 N 49° 56' W 1a
Fences shown long bounder lines msander
9 Y
along and with Property Ones and are not
L86 S 83' S0' 12" W 80,01'
I -Bi
L87 S ]8' 01' 311 W 216.66'
to be constleretl 'tine ' Fences unless
other.,.. noted......
LBB N 44' 13' 45" W 302.84'
L59 N 79' 36' OB" W 114.63'
L90 S 63° 02' 07" W 142.20'
L91 S 37. 13' 13" W 54.60'
L92 S 1B° 50' Be" W 38.38'
v 6�0349
c' 1,,130
O_o,
tH
R/W MON.
R/W MON.
R/W MON .- `' R/W MON.
R/W MON.
_ C3 --
4 _
\ C ZONE AE ONE R) A 54 W 1, of 'I g' 51g'
._\ __ I . `.. `. \` .C' •..W - o A5 44" 51pOg. g
S1165.5
`+�•' .Bi''. I, M. Dole Cipor , certify that this plat was dr
6awn
'.�", ,'�N under my supervision from an actual survey made
,LO oo = / / / / under my sap..Naion from dead descriptlon that
_ corded In Book 1679 Page 748 : that the
M'U?9N '•' / / / / / / : boundaries not surveyed are ,early indicated a
CROSSROADS ASSEMBLY - ' oUNo / / drawn o-am formation faand ,n Book -Page
D.B. 1679 Pg. 748 >�.` / �WESS e / / : - - that the ratio f precision as amamatad
doe. not exceed 1: 10.000 ; that the Global Po.-
9627-89-7881 .'.'�RiWMO" -� / / / toning System observations w re performed to the
Geospatlal Accuracy Standards• Part 2 Standards
••. .% •% / / / / / / / For Geodetic Networks at the 95% confidence using
RTK Network (VRS) ; and that this plat was
pre -Pored in accordance with G.S. 47-30 as amended.
.i /b.."4.go / / / / / / Witness my original signature , registration number
Exempt from Buncombe County and seal this 18th day of January, A.D. , 2016
AB W / / / / / / Land Development and Subdivision
Ordinance.
JOB # 5802-15 \
/NCGS STATION "BEAR"
2 Date Revisions Made In t. \ ` / -1PID : AH5582
p OBSERVED DATA
N sY N=678191.310
5 E=927542.685
ac 83/2011/2010
SEAL99�y
BUNG MBE COUNTY
Pr a al
a r
'�' Tr1
PLANNING DEPARTMENT bs LI
NumL-303fi
':9 LL'-
ti�
This survey creates n subdlvislon of
SUEZJ4''V�
land within the area of a county
OgLE
IAnlalpnllty that has n rdlnance that
regulates parcels of land.
IIgIg1911��I181�IIIqIIIII�I�IqIII�I�IIIVIIINIqlllqllql
0o ID 011119111101 TVpe: CRP
R tl d: 07/12/2016 at aB.92:41 AN
Vs.
A"
$21 00 Page 1 of t
M kfl # 0000s54494-0001
Buncombe 0 ' NO
Drew Pei aO�VR geeglster of Deeds
-162 PD82
Registered this the C! day o-, f 2016
at 1.7G AM. Recorded in Book lb7 , Page .$?—
Drew Reisinger, Register of eeds, Buncombe County
BY ;eputy/Ass7stent
State of North Carolina
County of Buncombe
I , Review Officer of
Buncombe County cart, that the map or plat to
which this .for cacar Is affixed TIP`
s�ry
requirements far recording. /
" RevlewTdFflcer
Date : IQ I.
Proposed PropenN Of:
GATEWAY AVE / LLC.
Current Ownership I
Crossroads Assembly
Zoning I Buncombe County PS
Pin Number ,
9627-89-7881
LOWER HOMINY TOWNSHIP
BUNCOMBE COUNTY, N.C.
SCALE : i"=125' JANUARY 18, 2016
15' 25N
sca. IN FEET
(FIRM LICENSE: C-0260
Cipar/ Ingle/ Anders 8z Associates Inc.
Land PI -Mina
29 N. MARKET ST "' "`" ASHEVILLE, NO
d > m
Pro fessionai Surzlev,Ja-rs
(828)-258-0297 www.ciasurveying.con
Book: 162 Page: 82 Seq:1
Book: 162 Page: 82 Page 1 of 1 _... _... _ _ __.. ____ _... _.. _. _. _..... _.... _.....