20080606 Ver 1_Site Plan_20080402

/ \ / J _ a
/ \I ~ / J UNE TABLE N
/ ~ GO~OP -I CURVE TABLE Line eng eanng
This ma is not in accordance with ~ 47-30, as anended, / ~ ~ Notes: P / ~ p ° ~ ~ J Curve Radius Chord Ch. Direction Arc i_ength L1 31.99' S54'52'40"E ~
thud, o i ~ rea b coordinate me A Y information as indicated. FORESTLAKE eel lines not curve ,drawn fi'om , . ~ o o ~ Dash ~ shown hereon. 0 o I ~ ~ ~ j C1 ' " L2 65.45' S54'52'40"E Q
er than those 1111 Q ' ' le encroachments oth I' ~(y~~~00 There are no wsib , ( ~ ' L3 502.32' S54'53'18"E
oes lie in a WS-II ublic water supply watershed. Property d P azard Area. I ~ P.C. 3, SL 10 A12 10 L4 19.56' S22'09'52"E ~
does not .lie in a FEMA designoted Flood H ~ ~ Property I ~ - ~ _ J <9 ~ L5 61.22' S22'09'52"E ~
~ I 1 I I A13 J ~ A11 L6 362.33' S22'09'52"E Z
~ I J L7 54.31' S22'09'52"E
J I ® L8 49.74' S29'0T17"W O
_ ~Q 14 I (~9C~~ .1- - ~ _ I A14~ ~2 ~ n l9 36.92 N78'41 ~24pW J Grid Tie NAO (83) J y
ooda~ o I I Iron Pipe Found J 15 N ~ q L10 31.29 S21'05 31 W Q
_ _ ~ Wetlands A - _ - Grid North Grid Coordinates ° ~ L11 36.99 S40'55~19ME Z
_ G 0~0~C~ ale - - 0 NAD (83) Vicinity Map (Not to Sc ) _ _ ~ p ° / I N: 153343.7133' ' At6 ~x L12 29.24 S6T5118 E Grid North ~
~ a 0V • 555891.5991' ~ ~ ~ c. L13 41.09' S25'14'23"W NAD (83) O c L14 42.01' S29'34'53"E
\ (~(~l 0 ~ [3 / r ~ ~ ~~6 15 A17 ~ L15 44.57 S64'51'09"W ~
" ifies that this c of this plat accurately depicts the boundary of the 0,~ o P/ \ This cent opY etermmed b the undersigned on ter Act as d Y \ QD P. C. 2, SL 116 7 ~ o ~ `cm ~ ~ I 1 A1~~: n ' Lt6 14.54' S31'09'54"W O
.jurisdiction of Section 404 of the peon Wa \ o ~ v / ?o our ublished re ulations, this / ~ s there is a chap e in the law or p 9 _ ~ / this date. Unles 9 on fora eriod not to exceed \ ~ ~ , ' ` ~ ~ L17 38.10' S31'09'54"W =
' tion ma be relied u P ~ / ~ determination of Section 404 lurisd~c y P \ ~ ~ / I A5 ~ ' , r , A7 LZ1 L18 53.97. S60'56'22"E
' was made utilizin the 1987 Corps of ~ ~Q / ~ five years from this date. This determination 9 / ~ / ~r ~ ~~,~cr ~ % ~ ~ \ AS A9 U90 33.58' N50' 652"E ~
En ineers Wetlond Delineation Manual" ~ ~ / ~ 9 ~ ~ / / l2~ ~e / 19 \ L2 49.30' N50'5 ' "
? ~ ~ A6 L21 44.50' N69'20'10"E ~
R ulotor Officio) ~ / / ~ Y - ~ ~ ~ Wetlands 'B' ~ / I / \ " " L22 12.63' S8T24'39"E
tle \ / / r / \ Wetlands A L23 41.00' N71'26'22"E ~ 4,372 SF
\ / / ~ ~ / `o ~ Existing Water ter / / \ L24 43.98' N81'12'52"E C~
Date / ~ Course / \ L25 15.92' N70'54'41"E Z
~ - USACE Action ID / / - - - ~ - - - ~ - / / ~ L26 43.21' N70'S4'41 "E ~
\ / / G~ \ \ L27 9.70' N88'21'18"E ~
/ / v \ I28 52.45' N74'30'38"E O
/ , \ / O / ~O \ L29 37.19' N54'06'10"E ~
/ ~ 0~ L30 27.39' S58'S1'51"W
Legend: IPF =Iron Pipe Found o ° ~ \ o0n~~~~d~~7t o / 0 \ L31 41.53' S35"18'47"W ~
p QO IPS =Iron Pi a Set o o ~~d~~ \ ° P C30~ ~ a QD 1~0~~~ ° \ Q ~a~15 `V' n l ? / \ L32 27.25' S54'32'28"W ~ o ~(0)0 / / ~ \ L33 .31.72' N86'45'19"W O
o ~MIOf~ a _ g g IRF -Iron Rod Found \ ~g~ \ / o l34 20.93' S60'03'52"W W
®r~odc~~ = Iron Rod Set A 1360/191 IRS \ 292 \ / / Oli'~ \ L35 57.97 S64'35'33"W >
= Sewer Manhole 41 O 2005E/ 0 400 410. \ I \ / / ~Q \ L36 13.62' S60'03'52"W ~
400 - \ w =Fire Hydrant , / / / \ \ L37 28.37' N53'03'39"E ~
= Utility Pole \ I \ / \ l38 10.33' N30'07'27"E w
- vision \ r Existin Wat TV -Cable Tele g Ling Water) / Qi \ L39 48,48' N30'0T27"E ~
\ Course PSO =Power Stub Out \ \ \ L40 38.95' N32'57'04"E
- tal 405 \ TP -Telephone Pedes 395 405 ~ I \ ' / / / v \ L41 40.02' N29'S1'56"E ~
_ Wetlands 'C" - aloe .395 - WV -Water V I \ L42 31.03' N39'00'51"E ~
- 1 ~ -Light Pole I \ / \ L43 60.26' N42'23'49"E w
- ~ - _ $uilding Setback Line mi - L \ / \ L44 29.15' N42'23'49"E Z
- - ilities ~ ~ . - - -~HU -Overhead Ut _ \ / / / \ L45 42.59' N06'30'28"W O
- t ®=Water Meter 4OO o, L46 16.24' N1T21'O6"E ~
390 400 ~ - b Out 9O ~ N 'ne SSO - Sanitar Sewer Stu 3 e~ ~ Y - I / \ L47 239.86' S22'09'52"E N
- sformer ~ J ©-Electrical Tran ~
----r------- = HVAC ~ N /
- - = Sanitar Sewer 1 ~ Y V ` / \ \ F- \ \ Q
- X - =Fence Line 395 J \ / \
" ~ 385 395 12P = 12 Pine Tree(Typ.) 385 /
W = 12" Hardwood Tree(Typ.) 12H Existing / Wetlands "B" w
Existing Grade / \ / \ ~ / 8,620 SF
Grade / ~ \ ~ SF Stream Bed ~
390 ~ ~ ~ \ 8,383 SF Total
380 390 o am o / ~ 380 _ ~ ~ ~ Y20 LF Stream
/
2 Slide 116 / Reference: Plot Cabinet , 1 \ _ 1 ~ ~ \ t-
abinet 2 Slide 296 / Plat C , \ ~
Deed Book 1574, Page 82 1 ~
385 ~ Deed Book 1360, Page 191 375 385 / v \ ~ ~ Box Culvert ~ #1 !28 B3 ~6 L24 5 L23 65A ~ ~ ~ , ~ U
375 ~ Moore County, North. Carolina - ~ O+OO 11 +OO 6 xfi x76 LF 9
10+00 11+00 ~ p o ~ ~
D ° o ~ n O D o~~~C~ U I . 0 0 ~W ~ pC~O i 0 o (5 ~0~ 0 0 d u t~~ ~ ~a~ ~ C30 nn 1 \ ~ ~ \ \ \ \ ~~C~~aC~O ~ ~ f ~
" / LL
Scale: 1 =50 Horizontal " / 0 Scale: 1 =5 Vertical G Gti \ ~pOM~~ 2C3 3~ L35 B6A w `
\ ~ t' 8 3 X34 `66 Existing Water ~
~ ~ / ~~~I~a / / \ X30 89 67 Course m
/ / nn 0 000° ~~o ~VUO~ a \ 2005E/292 B„ 610
/ / / o / / 1 ~ / 1360/19 \ ~aC~~~~~1 0 \ Z
/ /
/ ~ 5 /d / ~ 0 ~ / ~]©~g~agc~ boo Q
~ ~ _ ~ / 1
Owners Address . Villa of Foxfire \ \ / ~ / / / G 9e 136 ~ 101 0
Rood ~ ~ ~ ? , - - ~ \ / G~jn / / / 2145 Foxfire ~ ~ p ~ ~ / / \
NC 27281 / \ 0//'0 % / Jackson Springs, ~ / ~ ~ ` ~ ~ / / G~' s5-51o7 ~ ~ `J / sto 2 > / ~
( ) ~ / / / / . ~J < / / 0~0~~~0 p(~~ 0~ p~OpO~~d Wetlands "C"
/ .a / , 0 ~ / / Z_ ~~p~~d~~~0~~rd 0 ~~~~~~d~ D~p~~ \ 5,489 SF U
~ ~P / / / ~ ~ / / / \ ~ SF Stream Bed
/ ~ 0 Area "A" 4,372 Square, Feet \ 5,146 SF Total ~
/ ~ ~ , ~ / ~ ° a LINE TABLE Area "B" 8,383 Square Feet \ Z
~ ~ . / ~0~ -+N 9 / ~~o Line Leng nn nng \ 170 LF Stream ~ W
/ ~ ~ 1574/82 , ~ L1 S5T31'55'E ~ 51.58 i5T31'55"E Area "C" 5,146 Square Feet \ w Existing Water
a• 4iE Sip y 2 / ~ O L2 29.26 S5T27 05 E ~5T2T05"E Course
_ SEAL / ~ / ~ ob ( L3 43.71 S8034'48"E ~ 4 I ~ O V " X80.34'48"E Total 17,901 Square Feet \ Z
~ / T. ~ 4 S80'2T28 E 441 ~ L 450.12 ,;tiy o; ~i' / / ~ / CURVE TABLE E ~80'2T28"E \ L38 w
o l~ [y ~ ~ L5 37.E S80'27 28 ~ d+ NI„SURVE,,,` / ~ ~ Ch. Direction Arc Length , i80'2T28"E Total 0.41 Acres \ E12 _
1 / / ~ / ~ Curve Radius Chord +,,,h'q , ~ ~ ~ n ~ L6 86.38 N5432 36 E ~u N A . ~ / / ~ ~ Cf 414.59 154.80 S69'5116 E 154.88 V54.3236ME X31 v~E13
' , , ~ ~ 1 L7 74.57 N34 5534 E ~ ~ ~ 5 / \ V' 42120E 139.57 " 0 ti / ~ / C2 1414.59 139.52 S6 V34 5534E ~C1. C8 ~
~ / \ ~ 9'46"E 101.69' L8 129.74 N6147 52 E / / \ Op C3 1414.59 101.67' 859'2 ~ ~ 7'S4'E
L9 310.98 N21'0 C3 / / ~ ~ ~ \ C4 952.35 381.42 86846 32 E 384.02 ~ " " , Q N21'07'S4"E ~~~~1~ ~~~~td ~ pC>'~p~~~d C2 ~ J , p ~ w
~ C2 / \ C5 452.31' 346.62' N7T15 07 E 355.72 L10 737.29 N22'09 52 W e ~ ~ / ~ / \ " 1 T ~ " , \ L
\ .47 L1t 85.67' N54'5150 W o ~ / / - - / \ C6 840.32 285.08 N4447'32 E 286 I a 1 1" - ..r 6 • 446.19' 12 N54'54'22'W V54'51'50"W ~~C~ ° 0 (['~U p~1~~i5S \ C3 , ; ES Z
(11 ! C? / , ~ / \ G C7 952.67' 442.12 N482143 E ~ L 160.08 ~ " 1 e e I o T _ 1 ~ I T- 474 06 E 368.94 13 N54'53 24 W V54'54'22"W Area "A" N/A \ ~k'`, ; 4~~ ~ O V54'53'24"W ~ C4
~ r / , o \ ~ C8 752.57 365.26 N L 159.94 ~ 00 " <3 ~ ~ p ° ° \ G1' 64.92' N2T53'32'E 165.25' 14 N54'52'40"W ° ~ ° 0 ~ C9 752.57 1 L 330.12 Area "B" 120 Linear Feet ~ C5 Neal Syn.it~.~n~ti~rtin~, Inc. ~ N54'52'40"W
d ~C~C~~~O o Op(~ c o 9 " It- ~0 8 J C10 347.57 248.06 N00'13 28 E 253.66 / C ~ ~ L15 19.91 S83'17 36 W S83'17'36"W Area "C" 170 Linear Feet I 139PinehurxfAvenue-SuiteC ~ Soud~ern Pine.S NC 28387 w
~ a ° I P.C. 2, SL 296, ~ ~O 1,83 N27~112 W 112.17 V C11 411J5 11 " p~a~~ / I L16 .96 N07'0136 W , . I ~ Pkone: [phone] ~ N0T0136 W
I , 59 U~ I o 1 1 C12 J5' 133.87 N453028 W 134.47 N83'21'43"E 290 Linear Feet ~ Fax: (9l0) 695-883? O Total Box Culvert #2 www.nsengineeringcum ~
° 0 ~ / C26 ~ ~ I o 411 ~ ~ " L17 149.95 N83'21'43"E ~C~C~~~O~l I Nfi5'f 8 05 W 216.09 , / o C2S C13 593.88 214.90 ~ L18 76.38 N83"17 47'E N83"1T47"E I 0- " 6 x3 x72 LF I J Survey For:
/ , P.C. 2, SL 296 / ~ 1 C14 593.88 215.00 N86'0821 W 216.19 S54'52 40 E
~ / / I " 72.01' Li9 329.99' S54'52'40'E / 129 Cis 653.88 71.98 N8629 31 E 1` / o I I C24 186.85' L20 159.93' ' 854'53'24"E S54'53'24"E I ~~~~~gQ Ofd GO~OC~C~ _
/ / 8 Cf6 653. 186.21 S82'1132 E , I • ~ ~ / I o I ' S70~t'28'E 60.54 L21 160.06 S54'54 22 E S54'54'22'E I ~J~po~c~o~~oo~i° ~ ~~4~~~~6~~~c~~a~ ~r~p~c~~ ~
~ ~g I c17 s53.~8 so.52 " I I • ' 54'51'49"E ~ , I I I Ct 8 653.88 156.48 56144 37'E 156.85 L22 82.03 S S54'51'49"E I ~'OOd~~~ld C~o~c~~~ C~c~~~u0~ ~
I , I I I C19 471.75' 280.11' S3T49'34 E 284.40 L23 737.29 S22'09 52 E S22'09'S2"E I Mineral Springs Township, Moore County ~
GRAPHIC SCALE - ~ I I ' 79'58"w 2ss.2s' ' 21ro7'54'w ~ I C20 407.51 291.67 800 L24 311.33 S S21'0T54"W I, Village of Foxfire, North Carolina Z
I ~ ,ao 800 ~ , c21 812.57' 564.05' sot 42'os'w 57s.a.4' L25 129.63' S61'47'52'w S61'4T52"W I ` , ~ March 27, 2008 JOB# 0700526 ~
~ ~ I ' ~ ~ I nnn enn ~Y A1I 4A' Cdl2°71'd~"W 48.6/ . ne nom, n7 L[C~21"W n~i~ec~i~'w II1~\IIL\ ~ rlrnwn Rv •R(:W Q
- - 1rLL OyL.O/' 'n'r.vT v-..••. , r JJY:N Irv TV u LI 1 V LJ U
C23 S54 32 36 W I Match O
IN FEET 900.32 305.36' S4448'03'W 306.84' $54'3236 W C24 512.31' 392.10' S77'02 34 W 402.36, , .00 N80'27'28 W C25 1012.35' 117.42' N77'00'13'W 117.49' N80'27'28"W Not To Scale line B ~ , - . , , Uy
1 inch 200 » CL29450.00' .03 N80'27'28'W _ N80'27 -'28 *W
'34'48'W C27 C26 1011012.2.3535' 139 150 . 3398' N61N692429' 31S2''W W 150.140.0947' .97' N80 N80'34'48"W
28 1354.59' 60'40'45'W 153.27' .81' N57'26'24'W „E N57'26'24"W
' N68'39'10'W 224.61' .33 N15`13 38 C29 .59 224.35 N 55`I3'38"E