NCC233490_Site Plan or Location Map_20231127

Per t oit
•
•
Line Bearing Distance Prat Bk. l6Z f P f' 2•
CITY OF ASHEVILLE g'
D.B. 4862 Pg. 581 _ L2 N 3T 45'30'W 63.77'
P.B.128 Pg.150 •-••_. ••- - L3 N 3'01'38'E 56.31'
9627-99-2804 L58�1sq ." L4 N 19.03'00•E 41.42'
•-.._,._.._,•
_. .''61 '..-.._......<Bp`�' L5 N 14'44'55"E 28,55'
I rev\ Curve Rodius Chord Bearin LB N 23'07'18"E 64.78' lol-
lN L8� gone Distance A c Length L7 N 23'0Y 18'E 64.78'
I %% i ZONE AE `t: L8 N T 54'49'E 39,83'
�°>g -_ FLOODWAY 1. r ICt100.00' N 75'43'58'W 87.00' 90.01' L9 N 3'SD'S1'E43.33'
•.... ?� !. C2 90.00' N 7}•03'78'W 70.65' 7260' L10 N T 35'51"W 43.98'�' Ill N 20'S3'S2"W 50.84' L.
` N, CS150.00' S 79'S5'51'W 20.43' 20.45'G 100.00' N 74'O6'09'W 99.61' 1G.2Y L12 N 2T 29'51'W 50.37'w .•�yw/" %• t, `, C5 100.00' N 61'54'58'W 60.76' 81.74' L13 N 32'03'54"W 79.60' "
/ I} 1 } C6 225.00' S 50'07'40"W 100.52' 101.38' L14 N 32'42'59'W 88.08'
e !%' / \ 1 1 Cl 205.00' S 28'02'05"W 85.45' 65.73' L18 N 6'20'33°W 29.6g'
• C8 85.00' S 49'53'36'W 87,67' 92.11'
y��(,( L17 N e'52'23'W 83.05'
'// / ZONE AE \ ,ij1 1rir,'• r LIB N 5'11'47'W 52,16'
I.0 L19 N 4'42'59'W 70.71' No Scale VICINITY MAP
a o ALL DISTANCES SHOWN ON THIS PLAT '/ / / i L20 N 2'07'19"W 39.28'
cr ARE HORIZONTAL GROUND LENGHTS. . / \ L21 N 9"27'SY W 37.58'
/ I,! L22 N 2'27'59'W es.s,' LEGEND:
S)n A COMBINED SCALE FACTOR OF 0.999796 //',/ / \ ! 11 �` L23 N 6'36'or W 44.25' 0 EIP-EXISTING IRON PIPE
i SHOULD BE APPLIED FOR GRID LENGHTS. ,i' / ! L24 N 16'46'21'W 59.19' ®I65=95 REBAR or SOLID IRON SET
I i r.f L25 N 23'58'13"W 42.94' / _
DOT',•/i! /' \ZONE X \ 1r \� L26 N 35'SY 0Y W 35.80' CMS==CONCRETE RMONU E WgT MONUMENT
•/a ' / I `I L27 N 44'30'53'W 33.98' CC=CONTROL CORNER
g r `.I \ ji :I L28 N 82'00'41'W 32.51' R/W=RIGHT OF WAY
! ' / I L29 N 88'55'25•W 33.85'
i ! ` PRS=UTILITY POLE--P---T---
I \ ? ? ' 1 L30 S 88'36'34'W 108.83' R =RAILROAD SPINE
I L31 S 89"26'52'W 27.48' ED
'/' / III I ?. 91 SMH=SEWER MANHOLE
1 1 \ L32 N 81'56'00"W 36.39'
�``�_J 1 } L33 N 42.31' 6"W 38.97' • =POINT NOT SET
/ , \ I` L34 N 42'35'16"W 25.44'
NC GRID DATA FROM A RTK(ORS)SURVEY ' fENC= - ' X
ON 01-14-16 AND TIED TO NCGS CORS. - tl I !///t��� L35 N 32"IS,54"W 27.02'
w/ / , / / ! I 1L38 N 47" WV=WATER VALVE
STATION"SWANNANOA". ,-. "'"-' L4i ',%' / / I \ ,i qn !. L}7 N 38'i6' W 39.4�2'
t\
AL
- / r TRANSFORMER
'_..-.._.._.. -''- / 10 - HYDRANT
_ \ \ ` I L38 N 32'35'23'W 51,82' f=IEfLEPE ON EDE
L4039 N 9•8'03'W 6&527.0 AREA LIGHT
• /
\ ?\,, jl 2 03 W 27. LINES NOT SURVEYED --..---.._
,� �r/ ZONE AE r---r L41 x;1 a7 ____.._.._.__
• 'sfi•w 35.06•
! /./ "/ FLOODWAY ' APPROXIMATE LOCATION OF FLOOD HAZARD LIMITS i \ I L43 N 10'2'02'E i5/1'
/ ? • l L44 N 30'44'43•E 14.86' CREEK or STREAM = -- - - -�
TAKEN FROM FIRM PANEL 3700982700J&3700962700J L45 N 24'40'59'E 23.96'
` • i �' EFFECTIVE DATE: 04-03-12 \ !?, Nr\ L46 N 12'06'30'W 17.19'
. ;�V-a w.°,z �• { ZONE AE:IX ANNUAL CHANCE OF FLOODING ``t �. L47 N 12'06'30'W z2.48' REFERENCE:
y` ���r // 1 ZONE%: 0.2%ANNUAL CHANCE OF FLOODING i \ 11 L 0 N 581'24'55"E 113.27' PORTION OF:D.B. 1679 Pg. 748
\/p.' W\ t, \ L51 N 45'31'47'E 166.47'
rr //ZONE AE.0 eR CRETE PAD (f 5 I"% i L53 N 39'O6'15•E 158.85'
/rr/ d FLOODWAY %"�/ 1 ` \ ! I' L54 N ST 56'OS•E 114.85'
• %J/v f !j am•«' L55 N 62'OS'41"E sz7a' TOTAL ACREAGE:
III r \
i r ' l\ CENTERC.
` ` r`'1 L58 N 83'00'OY E 94.91'
\� , j Lab HOMINY CREEK..WITH •01' S5.32 Ac
j /I /i/. $• /• \\ \`` (I \I` OF L58 5 09'2Y E 83.05 by coordinate computation.........
• / 1 r,�': --` 'ZONE AE\ \ ) \ LBO 5 58.41'55'E 53.4Y
i
1 / ,.//r / '• • x`'° \ •''' \ } L61 S 24 37'33'E 40.71'
/ ,� /, " / \ ti !I \ L63 5 i4.a7 w.E 148.61' NOTES:
r/ ��`� `` 6645 S 1 05 51 E 148.15' Adjoining property Ines and ownerehi was.p� L 13'58'SY E 185.80'
~ `\ m ,? L65 S 2213'17'57"E 184.40'5.8 taken from Buncombe County GIS mapping
a1 1 L67 S 21'03'43"E 187.70' purposes only.' / b/ • • \ anal is for Informational No
placed on this Information,
L68 S 11'05'58"E 108.09'
/ �`3 / \ •
I 1 ireliance should be
/ '/r4:. / Re, ```,\ `v- \ •'1,
j L69 S 15'33'24"E 121.20'
\` /• PROPOSED SECONDARY '%7d' \ `\` \ emen9t,is subJect to
e1 ENTRANCE 1 jt r 1 L70 S 48.5P 08'E 136.82' Thls cents,restnctmns,rights
L71 S 20'00'S8'E 13L31' of s conveyances or
'` m L73 S 52'59'34'E 114.79' any other facts that may be
`v, v\ ` \u, Y previous\ 1.
;' `, disclosed by a title examination,
ZONE AE 1 L74 S 52'17'45"E 195.33'
\`. This survey is of Intended to be
I ,2\ j ``'v L78 N 6T 45'56•E 103.24'
} 1 (\ L78 N 81.47'28'E 109.37' used for site design.An
2 n�r \ '+. �p L78 N 81'47'28'E 19228' r drainage pipes hown herelon1eShould
•
1 55.32 Avr `•\ `` L79 S 88'40'45•E 708.85' be verified by owner for
L80 S 52.20'08•E 103.59' Y r prior to
I LINE i THRE L47 ARE WITH
\ `~ L81 S 18'57'41'E 49.42' construction.proxinoteground utilities
CENTER OF SMALL STREAM - - `\`` shown are a
\ L82 N 19'31'46'W 59,90'
t ( PORTION OF:O.B. 1679 Pg. 748 \ L83 S 19.20'59"E 40.00' Fences shorn along
PORTION OF: 9627-89-7881 �' L85 N 49"56'43"W 108.8e' along and with property lines and are t
er
I \ L86 S 83'50'12'W 133.23' to be consldered line.boundary lFencen unlessnes
tr.; \ `
eo ,t ?. \ �� CITY OF ASHEVILLE Leh S 83'50'72'W 80.e1'
I _---'` t f �t \ , y D.B.4862 Pg. 581no
I! \?. \ P.B.128 Pg. 150 L87 S 76'01'31'W 216.66' otherwise noted......
L88 N 44'13'48"W 30284'
9627-99-2804 L89 N 79'36'O8'W 114.63'
11 I \ , L90 S 83'02'07'W 142.20'
I 1 : i \ \ c: L91 S to so'se'W 54.60''
r
I ` ASPHALT PARKING I I \ \ 1. `N
'a
'')/-1-1 CROSSROADS ASSEMBLY ` \` ,Y` 7 Ln`_ ~ZONE AEZdb\ /
I/l ----- D.B. 1679 Pg. 748 ill. \\ \,,`4 ".•_.._.._.._. . 6� __ FLOODWAY `.\ �,
U 1 9627-89-7881 \ •ti=�75 pe ` /'
PS
11
Q I! e\ \,� - �`` __ ,.` j�'- 7, //
iv o
i •_" 'r jo R/W Mau / // tj\i , :INSii:6:1°,,-54."•••4' ..--
1`
j - __ \ 4 ��\ rm // // - \
i eCt`xv PROPOSED PRIMARY } ,� RAY MON. // ND I
_ �...\ ENTRANCE i11
\ R/W Mox. ,, W i / 1
I °� \I
/ ) q9 45 42 v1 °' s�� -'//' PYoposea Property Of
I \Q4 f a R/W MIXJS. R/W MON. / '
01
- ! J R/W MON, G / - GATEWAY AVE LLC.
/ IQIQllfllll�IQIII�IIIIIIIIIIIQIIIIIIIIIIIIIIIIIIIIIINIIIIIVIIIIII /
\ `` ...- - e,�_____-a-__``Y \ '' • e1� ``` -i i - eJ1n// -'- Doc ID: 030349280001 Tvoe:GAP
``4 L88 \:•• GN 1N p,$r Recorded:07/13/2016 at 09:32:41 An
• ' .-----'^ ..-...� ZONE AE // // _ -001
0,000
GG Fee Amt:$21.00 Pape 1 0{I
`` t. T}' ``ONE�) NORM 519�-�^'' ZV 9orkflowp 0000354490 0 Current Ownership '
•.� N Buncombe County,ND
\ - - 1,w 51N1E0 901 Pq.-' Drew Reisinger Register of Deeds :rossr:odsbAssembY
- . • _ 10y! - -- 1,M.Dalcertify thatlhipot was drawn
• / / y supervision from atY
00 - - under my supervision from deed description that
I ' .--' / / re recorded In Book 1679 Page 748: that the 1 Pln Number i
•'MAf: :' • • • .r --'' // // boundaries not stir yed are dearly Indicated as Regiateretl lhia the_ day of ,2016 9627-89-Teel
1 CROSSROADS ASSEMBLY No / drawn from information mane in Book-Pogo at `11:3Z 64.Retarded in Book ,Page R2.
1 D.B. 1679 Pg. 748 •�•�• • •i-'y'• -,----�....40S 8 / :that the ratio or precision o calculated �'�, �pr �• LOWER HOMINY TOWNSHIP
does not e teed 1: 10,000;that the Global Pos-
j 9627-89-7881 `•'•`•`•`• •••'� /WNaN' -''j/'' // Honing Systemobservations were performed to the Drew Reisinger,R ter of D da,Buncombe County BUNCOMBE COUNTl'r N.C.
• ! ''�/ Geospatial Accuracy Standards Part 2,Standards /,• ,.rss, � ,�r�
! ' ' • '!'/ -' / / For Geodetic Networks at the 95X confidence using By'+� r� bWuty/Aaaratewt SCALE: i'=125' JANUARY 18.20,6
\ • .i'� ---j/ /•
RTK Network(VRS);and that this plat was pre- �f tas' - t25' 230.
' '. --''/ / pared In accordance with G.S.47-30 as amended. a
\ /9,496 ---'// / - Witness my original signature,registration number•
sou a FEET
1, .....-.• NI -'' / / Exempt from Buncombe County and seal this 18th day of Janruary,A.D. 2a6 State of North Giardina i' /'A8 / / Land Development and Subdivision """"""'••••... County of Buncombe
6a 2"' / Ordinance. 4N CA,Rp `•, `1�.1 p ( IFIRM LICENSE C-0260I
Ci 1, 444L.L•CfM)' •Or1 Review Officer of
.\ / /,.5 / p� ES§%r'1•'•.�, yl C7ylaY/Ingle,AHdePS 8a Associates Inc.
., �� =:q- -ry••y Buncombe County,certi that the map or plat to
/ 7 �I .¢ SEAS�• which this s for cbcor is affixed m to all statutory Land Plannin
JOB//5802-18 \'\
• / Da BUNG MBE COUNTY Pr OSP al '* t}: raquirementa tar recording Surve g
, / PLANNING DEPARTMENT
veer 1 �� pppnnnqqq
L Numbs L-3036 :r �• eying Ma i
\`` .' NCGPID STATION"BEAR"
.92�-3036��p; A7 tiF __ __ P
2 Date Revisions Made Int. / Tunici Rt that has f so county
that AL UR`i,:Pq';` � ' RReeeeelvwv��iii w��TvT''"'ttltltltlffffffFlFlffiii�ece�eeecee��rrr 29 N.MARKET ST. ASHEVILLE.NC
p OBSERVED DATA This survey a `•�
land ekhin the e.......
•
' o m a
h `1► N=67B142.68 g p"E•"(•,\ Data: a.lV
S 83/20E92777/2080 parcels (828)-258-0297 www.closurveying.com
regulates is of land +Tc,_.h\ .pYUfeSS7079L{r $H'YZle�OYS
Book: 162 Page: 82 Seq:1
Book:162 Page: 82 Page 1 of 1