20010335 Ver 1_Site Plan_20010308

~ ~ ~ 1 ~ ~
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LEGEND ff ff ff ff ~ O ~yp6 W U CREAOkEE iA~N STauF. (.r I
E1P =Existing Iron Pipe or Pin MH =Manhole
IPS = ]ran Pipe or Pin Set C8 =Catch Basin cln~ ti q ~ A i ~ r Z w a
ELH =Existing Locust Hub WM =Water Meter
LHS =Locust Hub Set PP =Power service Pole N =Concrete Monument N F =Now or Formerly rca= c. Q °o a
MO / n W
R/W =Right of Way P/0 =Port of OWBLE ~ SYI.YA ~1~F p 0 Al TN.
R/R Spike = Railroad Spike DB =Deed Book 0 y r H
FC = Fence Corner PG =Page ~ W 0 x
CGS =Cotton Gin Spike U
h ~ ~
MCRAE ~~-x-~ n= = Fenceline 2 a ~ Q~
DB 940 ~ PG 443 , ~ Branch/Stream o 9 ~ ~ v E'+
N ~vwww'~ =Top of ridge ~ fe Fl BELL
~s.Mrr.~..n/ ~ CONES Q n11N.
-P-P-P-P- =Aerial Power Line Ci 1 0 t
-W-W-W-W- =Underground Waterline a CROONS M ~ C R SERYOIR ~ E 0 ~
=Existing Contour Elevation ~ DB 998 ®PG 64~ Lwc ANmrtn }
--123 =Proposed Contour Elevation 1 ro ~ a. ` C> C ERS Z U~ m
+ t23 =Proposed Spot Elevation ti 7 "L72~ 3 c ~ ~0 ~ o 3 W ~
0 0 ~ ~ ~3 ~ ' y r ~ ~D r Q ~~j
1 /~69 / CULLOWHEE FALLS ~ ~ z o / ad 0 U
6~ ~ ~ DEVELOPMENT ~~TN. . ~ ~N~ N
n~ °o b
f~ ~ ~ 6~ . SINC~.E l~N~' G~ ~ ~m w ° ~4°V~l. ~ ~ J a4D ~ VVIT~+ ~ 12 1N1 DCN o a o
- „ 66 ~ NOTES ,~2g ~ Ls5"~ STANGER ._g4 ~ ~ ~ q Z U U
N 209 k-N ao .gz,--'.. . ~ s DB 926 ®PG 6 410 > uu, ors , v ~ ~ x N s ~ ~ NTY VICINITY MAP D IZ, UU ~ JACKSON COU p
* Acreage calculated by Coordinate Computation Method. 6~'~ DB 944 Q PG 351 ~ E ~ 1 Nor ro scACe b I G AV DR ~ H IV NG- U R~
" E G i t onl . + * ALL ro ert corners NOT described ore tom uted o n s y / ~ E P P Y P P S DB 948 ©PG 94 A S 1=~iC,E GK. Cc~4V~C, ~ ~
N ulr T * Property is subject to all applicable easements and rights of way of record. ss ~ ~ ~
* 1: 1 000 ALL distances are horizontal. Error of closure meets or exceeds 0, ~ ~ ~ SA ~9\ I C N (SJ
2 s 19> P x l c
* This Survey meets the requirements of a Class "A" Survey. ~ CM 0 ar F Line Bearing Distonce C U
* i i i s r a roximote unless otherwise s~• ~ Location of ALL underground utlte a e pp , `~S ~ indicated. Exact location to be determined by owner. \ Z I ~ < U ~ - 35.0 '
~9p. ~9e jjl ~6 ~ 11 L 1 S 41 04 3$ E 0 - •r 2~' C x \ ~ MP 20 SEE 2 S 41 -04'-38" E 118.31' ' n ~ S L J \
* Property corners ore marked with blue flagging, other color flagging is for ~ ~i. y/ reference only, unless otherwise indicated. 63. ~ ~ 77 1 7 a ' ~ `~...L) 0'f L3 S 17'-34 -22" W 9 . 9 ~ cSJ
,4~ ~ 8--"'1.8 C~,.i ~ !1 x ~ ~ (I L4 S 17'-34 -22 W 231,30' c S 2A C P I b ~ (P M ~ _ , ~ o "`°-~-L7 l L5 S 7 -54 32 E 9.93 ,n
* If land disturbing activities in excess of 1 acre are planned, the property 334 ~?Sh owner is required to submit a Sedimentation and Erosion Control Plan 4~ ~ ~ L6 S 49'-49'-33" E 40.40'
~ ~ t,~ ~ty B~nldmg Inspections D?nar}r~eal lph. 8:'8-`Qi;-75Fn} 1 ~ L7 S 3°-58, 13 W 31.77 r--~ CS m X ' S 15 -27 -38" E 148.52' C
* Copyright Herron Associates, PA. All rights reserved. Reprod~l~.tions \ 'fir L 8 I d ~ 0(~~ L9 S 12'-37'-49" W 26.44' (1,
' i r deletions to ~ ~ N or use of the contents of this document, or addlt ons o _ s4. ~ L 10 S 32° 22 06" E 72.72' 0 ~ ~ DB 964 @ PG 45 1 26 -09 -09 E 66,16' ~
this document, in whole or in part, without written consent of the land ~41~ rea-- ~4 3» ~ = EIP L i S 4~ ~ N ~ C • L 12 S 35°-27'-54" E 135.37' ~ ~
surveyor, is prohibited, Only copies from the original of this document, 42?1 1 W L 13 S 39 53 44 E 93.19' 4 ~ ~
as obtained from the surveyor shall be considered true and valid. ALL " f r onve antes, ~ other copies shall be considered a Preliminary Plat-Not o c y ~ L 14 S 40'-11'-43" E 149.74' W ~ ~ o ~ ~ L 15 S 9'-11'-03" E 96.31' ~ ~p ~
sales or recordation.' L 16 S 55'-53'-08" W 28.05' 0.
o EIP ON ISLd~„ L 17 S 36'-45'-35" E 68.93' C O I I L 18 S 48°-49'-42" E 32.30' n.
* There IS NO recoverable Horizontal Control within 2000'. l19 N 64'-41'-18" E 20.83' ~ ~ r~~-~~• Z
* A ortion of this ro ert [S located in a s eciol flood hazard area with P P P Y P ~+IV I L20 N 64'-41'-18" E 195.73' I tr DN uTt " C m L21 N 64'-41'-18 E 214.27 _ ~
NO base flood elevation determined, Information obtained from current ( l22 N 64'-41'-18" E 35.32' L- ~ ~ In W ( ~ ° ~ ~ IL _ ~ N
FEMA /FIRM map(s) 370282-0100-C and 370282-150-C. ~ „ „ / L23 N 45 07'-48" W 225.06' ~ o / L24 N 18°-16'-33" W 194.73' ~ ~ ~
* North is Plat North of Plat Cab. 6 Slide 150. u~ / 5 N T-55'-39" W 188.00' C ~ L2 _
* This tat re resents a surve of DB 785 ®PG 601 & DB 486 ®PG 733. ~ P P Y ~ > BROCHARDT Les s 17;-4r-21„ w 102.90' ' > ~ 1 -5 - 0 W 214,85' ~ ~ ~ ~ C> L27 N6~ 5,5 C E' c
* An development of t,,is property is subject to the Watershed Protection CULLOWHEE FALLS \ Y ~ ~ a ~?R 950 @ PG 950 L33 N 76 -15 -41" W 192.14' o O 4 4'- 0" W 147.50' ~ ~ s
, Ordinance for Jackson Canty, DEVELOPMENT s ~ L34 N 9 5 5 N a \ _ a L 35 N 41 ~ 51'-53" W 315.80' f
C 43 HWY 107 L36 N 4-15 -11" W 189.63'
\ 44 ~ ~ / ~ ' L37 N 25°-52'-40" w 248.81' 1 ~ 18 PAVEMENT " , ll 1~ 'C~ a 2 L38 N 1, ° 13 07 W 269.60
4`~ Ir A ~ ESP L39 N 0-42'-32" W 121.02' tt ~ ~ ti t 4 5'- 1" E 186.90'
a _ \ , ~ Ir u ~ ~ ~ l41 N 22°-59 -15 E 84.18'
~ ~ N , 1 State of North Carolina, County of ___Mr_________M_________ r~' 4>. ,r ~ 'r q ~,o P 12 GRAVEL ROAD Lag N 52°-39'-16" E 157,51'
o u ~ ~ ~ ~ 7 0" E 122.49' ~,,..,w W o1y ~t L43 S 6 -00 2 ~ S L44 S 64' 45'-32" E 129,82'
Fi{ed for registration on the day of r ur ~ ° ~ r f' ~t U 1 MCLAMB L45 S 75'-45'-23" E 251.52'
' M n r corded in Plat Cabinet n SS• ro a r 20_~_ at _r___o clock a d e p l5 ~ d r P ~ ~?4, y0 z ~ 1 rl ~ L46 S 64'-59'-16" E 77,63'
at Slide wit C `v' , t1, ` { r DB 515 @ PG 521 L47 S 5T-16'-4?" E 168.79' ?t '~t L48 S 1T-55'-45" E 51.95'
r ~ 1~ 9 ~ ~ S~ i,'= t~, L49 N 51'-54'-11" E 75.35'
_ _ Count 1 ~ ~'i . ~ ~ Register of Deeds __~.______~__r.__r___.~__ Y u C53 00' 34 L55 ' ~ ~~~h L50 N 55'-41'-20" E 146.32' n Lr " rr L51 S 78'-14 -02 E 172.33'
bY Assistant Deputy X11 54,,,,_.,..321.96 ,r r}~.. u 8 ~E~ _ K ~cV~N~ L52 S 51'-26'-11" E 227.90' it ll - "
_ _ i n ~ L53 S 72 21' S6 E 115.91' ° ~ L54 S 80 -40'-52" E 79.05'
f r h Carolina Count of ° ~u State o Not , ~ i i . i L55 N $3'-58'-15" E 114.47'
~ L56 N 72'-3T-OS" E 188.62' _ N L57 N 31°-33'-43" W 297.04' z
I Review Officer of ~ f0 SOIL ROD ~ i° .MEADOWS L58 N 3°-39'-05" E 1G3.79'
rtif that the ma or tat to which this ~-~o County, ce y p P ~ n n o w e L59 N 6°-51'-58" W 98.23' ~ . DB 709. @ PG 477 " w 69,4 ' i' ~i ~`o I L60 N 19 -25 25" 2 4 ~
certification is affixed meets all statutory requirements for recording. 11 11
u a ROAD L61 N 49; 48;-21" W 178.86' tt ri n 12 GRAVEL L62 N 19-51 -26 E 156.09' ~
REV]EW OFFICER (Date) w 91 ~ 11 ~'~I 4' tt ~ ~Sr~~!'+ L63 N 73'-35'-32~ E 137,89' ~ rlr ~4 ~ L64 N 59~-43'-59" E 77.17 0
I it l r/ L65 S 86-12'-51 E 155,38 U
TYPE OF SURVEY PERFORMED z ,f'~ n ; ~ ' L66 N 74'-05'-29" E 85.50' O ii i i ° ~ N L67 N 52-52'-51 E 194.00' C
u . r rv reates a subdivision of land wlthm the area of ( ) Thls su ey c ,u • it ~ , L68 N 59'-29'-44" E 121.89' .'}J 0
a county or municipality that has an ordinance that regulates ~ ,p 6, N,II tt Ir"-^ L69 N 65'-32'-42" E 142.24' U7 "ll L70 N 71'-13'-46" E 264.96' Q ~ .Y ,ti TAYLOR w
parcels of land, W l 11 n L71 N 75°-39 -14 E 75.45 ~ U DB 1072 @ PG 349 L72 s a3•-o1'-os" E 142.x1' o
This surve is located in a ortion of a county or municipality N, (x) Y P --10 SOIL ROAD ROAD L73 S 71°-52'-17~ E 145.66' a ~
that is unregulated as to an ordinance that regulates parcels ~ v rr--'' p ~x (5~ a L74 S 1U°-21 -29 E 22L24 W
of land, POSSIBLE OVERLAP ll _ ~ ~ rr L75 S 35'-27'-32" E :~4.ua _ ~ . _ 76 S 66'-00`-47" E 165. t t' L p.,
rv fan existin arcel s of land and does not 3.224 ACRES rA L8 ~ ` .1 u" ( ) This su ey rs o g p CULLOWHEE FALLS ~ 11 s L81 ti „ ~ , L17 S 73 -25'-20 E 238,92 d
create a new street or change an existing street, `~S 11 p `11 DEVELOPMENT \ 11 it L78 S 83-53'-05" E 139.19 ,ll L79 S 87'-28'-55" E 46.96' H ~
i in ildin or other structure, or ~ ri ~n ( ) Thls survey rs of an ex st g bu g ~ it 12 GRAVEL ROAD ~P ~ ~ L80 N 83'-51'-47" E 124.98;
natural feature, such as a watercourse. ~ 3 0\~ , /rye ~1 1/ r/ , i ~j~(~ ~j"~'I ~ ~ L 81 N 89'-58'-39" W 299.64 ~
rv ~ A\ ~ ~0 E1P 8Y HICXORY ~ rrr ( ) This survey is a control su ey, N) ~ 0~ 3 ~ ii' i „ L82 N 44 O6'-46" W 108.05' ~ L83 N 51'-O1'-23" W 121.42' 0
r such as the recombination 3'01'. ~`O ° , 11 ( ) This survey is of another catego y, \4? 52" ~ o°. 1~ _ ;1 L84 N 57°-36~-59~ W 119.15' f-
of existing parcels, acourt-ordered survey, or other exception 2.22• w~, i~ TROMBLEY L85 N 61~ 55,-50 W 60.39' L86 N 89 -58 -39" W 49.36' ~
to the defrmGon of subdivision. 3 IPS o ~ s o M ~ ~ ~ i ^ ~ r' DB 888 @ PG 662 La7 s 1o•-os'-5$" w 54.05'
( ) The information available to the surveyor is such that the surveyor 2~ ~ , p ~ ~ ~ o
i noble to make a determination to the best of the surve or's .ryi ~>r' su Y \ wh' h e of surve listed above best ~ ~ 1~5. rrr professional obilrty as to ac typ y $ 8 ~ r N Ir a i.
$ 9.~ ~ rr describes the type of survey performed. r 1 ~ w O Ir ~ ~
8 t ~ r ~ A ri o I S it ' N
_ _ 10 GRAVEL RO D~, i ~ rr f ' rn O• o
~ L87tie to foils 111 it `T ` V
I, JAMES T. HERRON certify that this plat was drawn under my supervision BOTTOM OF H1CX FAL r 111 II
EIP 1 I~ from an actual survey made under my supervision; that the boundaries not Ih--~-10 G, '----10' GRAVEL ROAD llY"
N ~r surveyed are clearly indicated as drawn from information found in referenced E.XISTI NGr ~
I/ Ii ti 1 y
documents; that the ratio of recision as calculated is 1 f~ t, that P EIP ~ p
i fat was re ared in accordance with G.S, 47-30, os amended. Witness ~ 6 .3~8 u' th s P P P ?~2 ,~5,,_-~~ 1405.40 1PS •-11 -00 W ~ N 944.
~ da of to ~I 20S~.Q__. 4` -T, m hand and seal thrs y !.!L_Y.~'t2Z~L ? „ Y - ~ r g 82 4° 7~•~4 86
k' 1P Point "B" ~1 rC 451" ~ h V t "B" b~ W N V ^L`
~d t ° o~' ~ 0 PARCEL A ~ ~
- MEADOWS ,,1~1~ ~~~1,, ,ti CULLOWHEE FALLS LOT n ~ ~'v / 61 n, Lr? ~ ~v 0 Y r
c % t ,off PG 315 H R ~ DB 702 ~ (a \eepeeea ee o~ - DEVELOPMENT G G ~ 4 ~ Q w
\ ~ 0 C)T / V
` aQ 1 Or ~ 0 0 0 rofessional Land Surveyor g S G Wh ~o m ~ m W ~
R i r 'on Number L-907 L-907 eg st ati o
0 0 r~'~ i elm ~ ^ SOUTH RIDGE ~o I PSD File = 00102700 n~
600 900 ~ ~ovoao> RO SLIDE 150 P. C 6 DWG File = 00102700
Angle _ g Twist de
SCALE IN FEET
1