HomeMy WebLinkAbout20080535 Ver 1_Site Plan_20080320 LEGEND
Ex. -Existing
1104 E.I.R.-Exisfing Iron Rod
04 Wetlands Lines 4 N,C. 58 404 Wetlands Lines P.P.-Power Pale OHP-Overhead Power
ffos Course Bearing Distance Course Bearing Distance
c>?ararv flay 63B-637 N 46'57'41 E 49.26. 266-267 N 40'33 41' E ~ 48.18
lzs4 ' 111 North as per 637-636 N 09'45'27 E 42.01 267-268 N 59'00 35 E 50.34' 268-269 N 18'20 5T W 27.90
afar 63fi-635 N 12'38 23 E 35.09 ~x 635-208 N 30' 18 25 E 36.98 269-270 N 40'56 51 " E 32.83
108 Bk. 413 P .210 208-209 N 00'28'48 E 24.72' Site g 270-271 N 53'55 55 E 56.68
209-210 N 08'25 02" W 85.71' rq f r fa 210-211 N 53'00 38 W 46.64 27i-272 N 34'11 15 E 34.62' 272-273 N 12'54 16'. W 62.81
°~'Na 211-212 N 81'3858" W 36,35 273-449 N 19'08 57" W 62.57
fn4 ~ ffly 212-213 N 82,3428 W 79.02 449-450 S 51'23 49" E 33.27
2~ 1227 213-214 N 10 54 34' W 49.96 450-451 S 25'34 16 E 60.03' 451-452 S 46'58 54 E 29,82
f f 1~ d~a~ 214-2?5 N 04'2135 W 2221 swrwssorro 215-216 N 49'07'32" E 9.49 452-453 S 61'29 35" E 38,84 REV DESCRIRTION DATE
12D2 216-217 N 04'59 25.E 19.61 I 453-454 N 41'02 59 ` f 33J5 454-455 N 18'25 40" W 4725 REV DESCRIPTION xx/xx/Xx
rzf4 217-218 N 18'5923 W 37.28 218-219 N 16'47'45" W 18.36 ~I 455-456 N 62'22 25 E 19.89.
f f Ar 219-220 N 20'48 20" E 18.35 456-457. S 16'1634 E 31,57.
~yao~srac wa 220-221 N 14' 1153E 39.98 i N•~~ 58 457-458 S 28'52 50 E 29,56
e L, Montford 221-222 N D1'S9'o5 E 31.14 Darven I 458-459 S 65'34 53 E 12.09 459-460 S 35'35 58" E 13, 4 t
S M. Mon tford 222-223 N 41'35 37' E 35:11 Jame - 24 N 11'20'35" W 63.59 Arr~nc ocEau 223 2 460-461 S 08'30 02 E 26.29 46i-462 S 31'4154 E 10.43'
Bk. 662, Pg. 2i5 224-263 N 56'59'15' E 38.38' 263-264 S 80'02'25 E 25.46
264-265 S 36'13'08' E 48.63
VICINITY MAP-NOT TO SCALE 265-266 N 63'1531' E 32,81'
~ ~
~ ~ `Z. Ex, Iron Pape Tie Lines to Boundary
Existing Iron -Pipe (Pinch Top) f oncrete Monument S 01'3T44"E 914.56' ~ at Base o C Course Bearing Distance
460 1 I Approximate Mean High Wafer / Line per Bk. 413, Pg. 210 .638- A S 27~32y26 E 6.91
~f ff 462- 8 . N D 1'44 47 W 520, 76'
U lands A B P s,~
of Cedars RS Row ~ 6
'~~S Landward ~ ~ ~ a
456 454 Edge of Marsh Wofer s;a`e Wafer side s 0 en Water ~
,~r Edge of Marsh edge of Marsh o P ~
455 ' 453 s~
o
Open Wat~ 1 Olen Water ~ ago ~0 ~ ~
~ Uplands Marsh
452 Goose Creek ~ 0 0
~
~s, ~ --404 Wetlands Line o co
2 Ex. Iron Pipe Water side ~
2~ ~ ~ ~ S Edge of Marsh Q) A ~
tit ~ 1 Aso 21 1p2725,~,~d ~ 4„~ r+J
1OS62~ Ex. Iron Pipe ~ ~ ,,,,1
0 449 f
Uplands
1~ 1 0 ~ ~ s ~ ~
1 ~ ~ ~ ~ R~.
ry~ 268 Landward ~ S~
m Edge of Marsh ~ ~ ~oG~
a a
N V
P.P. of Pecan Grave ~ 61 Edge 1 tyros ~ ~ ~ ~r° 6~y ~ ~6 Open Water G
aNp ~ ~ ~ 6 ~ ~j
v v;
_ 1' ~ 6 0
N " k 3~' U lands 266 18 Oa P 211 P.R Uplands _ Ex, Iron Pipe
~ m 404 Wetlands Line Marsh Nfarsh „A„
~ ` 1 1/2 Story Brick pum 265 638 \ ~ ~ ~ M
~ ` .y Pecan Grove ~ Frame Dwelling House 339.7 N ,
212 Frame Shed a N a~ gyp ~ 5.12 \ . ~ W
b ~ ~ u 264 12.0 ~ Ex. Iron Pipe ~ \ ~y Uplands ~0~~ N 46'30'04"W \ .
~ 18 Oak 18" Cedar 404 Wetlands Line 108,35' (Tofal) ~ F.P.
Pecon
~ ~ rno, 263 ~ ~ I 59.4' ~y
ro ~ 0 18" Oak 223 Mobile Home ~
ro ti
~ ro ti ~ ti ti • ry~~ a 21~ 213.93, Ex. Iron Pipe ~ ~Q
0 _
c~ titi ti~ ryti% ti ti~ h ry~h-.~-'" N 08'42'41 ~w ~ ~ ~ ry~~ ry,~.
0 f Pecan Grove ro N Uplands t ~ tV M
l Drive ~ ~ 'M Ex, Iron Pipe of Base m
yel ~ N ra o G Ex, Angle Iron ~~y
° N
Frame Meta! Shed 572,97' ° W
~ helter & Shelter g~07 57"W ~ iv S 28.3 N 4
~ a 42.3 a ins ~J
I i" P.P. v ~ OHP OHP
ti ~ ~
~ Craps P of 0 ~ ro
Raw E.LR. _ ONP nC~C~[~~dC~ p as
P.P. o ~ ~
5' rjd8 Zg9.5 MAR 2 0 2008
e~ ~ 30'W 1 ONP Gr~v N 10 45 ' DENR • dVATER QUA{JTV ~ ~y
4~TtANDS AND STDRMWATER BRANCH ~ V'
Ex, Iron Pipe ~q Q
° N F do ce R. Powell v ~ ~
.Y Bk. 383, P . 75 A" H
g 1 M.B. 13, Pg. 64
1 b ~ ~
5 ~ ~
CYRUS ALAN BELL, PROFESSIONAL LAND SURVEYOR DO ~ HEREBY CERTIFY THAT1 HAVE SURVEYED THE PROPERTY AS ~ e
SHOWN HEREON IN ACCORDANCE WITH THE STANDARDS OF ~
1 PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA, AND THAT THE RATIO OF PRECISION OF SAID SURVEY IS 1:10,000+,
CERTlF1CATE OF U.S. ARMY C0~ ARMY CORPS OF ENGINEERS
1 • THIS CERTIFIES THAT THIS COPY OF THIS PLA' 'Y OF THIS PiAT ACCURATELY DEPICTS CARp4,y Q
THE JURISDICTION OF SECTION 404 OF THE G ~ 404 OF THE CLEAN WATER ACT PURSUANT 2 '9 ~ .ri
TO THE 1987 CORPS OF ENGINEERS WETIANG DETERMINED BY THE UNDERSIGNED ON THIS t INFERS WETLANDS DELINEATION MANUAL A5 4 / ONED ON THIS DATE. UNLESS THERE 1S ~ (p
A CHANGE !N THE LAW OR PUBLISHED REGUL lBLISHED REGULATIONS, THIS DETERMINATION ~ ~ `
DF SECTION 404 JURISDICTION MAY BE REUEI References. Area Summary OF FIVE YEARS FROM THIS DATE ! MAY BE RELIED UPON FOR A PERIOD ~ Date 02 06 06 lTE ' S ALAN 6~ / /
Book 961, Pa a 281
~ ge 210 Book 413, Pag Book 605, Page 470 7.48 Acres Uplands Job 05221 Wetlands
Book 628, Page 395 4,71 Acres Marsh & 404 Wetlands
Book 768, Poge 729 _ _ ~ Cogo 00134
Carteret County Registry 12.19 Acres (Total) COR 0 ENGI RS D~ DArE
50 0 50 ~ 100 150 Drawn CAB
~ '
GRAPHIC SCALE - FEET 1I14 / /
Sheet