20071792 Ver 1_Site Plan_20071210

Legend: Legend:
E.C.M. - E. L P. -E CROSS SECTION OF RETAINING A'ALL E.I.R.-E P.P. -Po OHP-Ov S.D.T. - " TlE ROD TOP OF RETAINING WALL SCCM-S NATURAL Monume FALL GROUND NATURAL ~ E.C.M.-Existing Concrete Monument
~~s ~s4.s ~s~a E.LP.-Existing Iron Pipe E'./.R.-Existing Iron Rod
~4so s-eauQo P.P.-Power Pole
r~ss /ins DHP-Overhead Power S.D.T.-Sight Distance Triangle
1476 1I57 SCCM-Set Concrete Contra!
~5~? 3/4" TlE R 1737 1511 Monument -Address
132 T O -New Iron unless denoted
1k 1551 1510 ` 8X8 pp GROUND ~ ot cn ShoreGuo~d 8' cn otherwise
15~ ou~nrs crc ~ PRESSURE ~+3~ ~ TREATED ~RE~ SHEET PILING 8X8 ~ ~ PRESSURE 8' - I 6' TREATED
isso
7576 1508 U
1428 ~ q O
r~s Sl t6 ~so~ NOT TO SCALE
1501 1744
1566 Mtracoasta/ Waterway Channel established from information provided by Army Corp. of Engineers, Wilmington office. ~ 1 ~ I I
1502 ~ ~ ~~f s! NC 172 15Q5 L4
3~ A Ae~
q o ~
~ j9,2 P
VICINITY 11~AP-NOT TO SCALE
1
I Frances D. Hurst 74.6' 1 ~ 1 0
Bk. 462, Pg. 594 Mooring ~ . 1 U
Zoning: RA Pilings ~ ~ 0 1 1
I (A'ooded) I
2 3~ 4 5 20~ 6 ~
I -I ~ 1 w
E.I.P. A".• E.LR. 2.7' 1 I
1 8 4
Landward Edge of Marsh
0 0 0
9 Boat Slips 9 ~ ~ 1 W
Scale: 7 = 20 ' I
. . .r.."'
` 1~ tW~ ~ V ~
• ~ ~ .'..7
9 ~ - - 0
- a,-...~.... ...fir.` . Note: Where pier crosses novigob/e waters, 3 1c> > ~ Is PQ
there must be a 6' wide section, the ~ ~c~ o bottom of said 6' wide section being - - - ~ ~ . ~ ~ ~ ~ 1
y , • . 5' above normal high wote~ W Water Depth m ~
~8PB17 Use ~ ~ ~ at low Water ~ 3 ti
1 Q / / 20 Oromoge E s n, t- doh r Corri ~ , I R, arm~& p -.3+ 3 1 m
~ots ~ 9 2 Edge of marsh ~ ~ - -9.3
+-2.3 450 45•~~
~L-6 ~ ~ . - • • 'bs Line . ~ ~ -0.7 Corrid~ ~ ` -1.1 Open + -10.2
~ 11 :'.~.-:~:~~::::-:::.~~-~o Q ;h 'SIDE Landward Edge of ~c ~ 21 Wafer I O
. - 404 ~ et/ands ~ G :dge of Marsh ~ . ~ Lots 2~ Mooring' ~ ~ Open -3.6 + Pilings O O
v ear, t Dr:vnfn dnroco ~mM~ ' . 1' f~ b' R~ CIl1C th~.':i.'l.'.'. ~ . ~ ~r _ . Open _ Water ~ -1.6 ~ . ~ t
o
- - - - - ~ ~ • " ' Normal Hig - .n O~ -L-1- »al High Woter Line Wate~ ~ ~ ~ ~ ~~b - ~ 6 6.0 + - ~0 7 ` ~`~~~SJ ' ~y Qev~' FpNy 1~ ~ a pa ~ cn
~ ~ w , 21 Open \ ~ . o • ~ ~ ` Alllert±') 2i~.laM - i~~~l~(~ ~Al'B~1 Woter '~(r' \ > > fir' cp -1.2 ~ v.~
o _ 4 O en N
20' raino e ~s t. ~ ~20' Sewe~ Es`mt:::-:~'~ S~ 40' M.B.L. f0' ~ I, _ ~ ~ ~ _ . ~ o ~a ' •s'~ ~a~~ ~ Water +-10.0 ~~~Z ~ ~ j °'t i b U
S. . T. ~ ' S.D.T. - E.1. R. - ~ - - - - - - - - - m Adja°°nt P°~U~e al~c -1. 1 $0•~ ~ ~C~ "~1 ~O~ Use Q p ~w Low Woter , s ~ , ~ ~ fro ~~c ~ R~p°~on ~ L~ vev~' above °r Edge of mars+_ ' r~~~ ~ a
- - 1 - - - ~ ~ - ~ - - - - - - - ~ re N. C. S. R~ 1507 (60 R~11~~ Hogan Road E. P-K NAIL ~ 1. ~ I 10.7 I ~ ~ ..d ~.s ,Qi
rB" E.1. R. -7.7
~ (CONTROL) I ^t ~
X I Zone Shaded X ~ ` 3 ~ \ Ret Brunswick Corpors Lion Note: Minor amount of fi!l on uplond side
-Retaining Wall ' 6 ~ v ~
1 ~ ~ 1
Bruns~r?ick Corporation ' ~ o
B~f. ,`~J~,Zl, pg. 130 of 3' tal! vinyl retaining wall. The fill will be Bk. 2521, Pg. 130 I 1
ZOIIll2g: Ind-H primori/y for beoufification purposes. The fill wil! hove no structural purpose. Zonin RA ' ~ ~
~{~SCBII tJ nt ~ o ~ ~v8~ Ali -
1 ~ Da t For Major CAMA application Date 72/05/07
05286Final-Coma
purposes only. Cog Cogo 05286
O~,~N Rp ~ Dra ~ ID Sco Drawn CAB
100 0 100 200 300
a Scale 1 100'
GRAPHIC SCALE - FEET
9 ~ S a~ Sh e Sheet
~~v ~
s ALAN g
1 o f 2

Legend: Legend:
E.C.M. - E.C.M.-Existing Concrete Monument
E.I.P.- avigab/e waters, ~ PP-P O OHP-O ~ection, the ~ s.o.r.- SCCM- fl~h being ~ Monum r. ~ n E.I.P.-Existing Iron Pipe E.I.R.-Existing Iron Rod
Note: Where pier crosses navig P.P.-Power Pole
OHP-Overhead Power S.D.T.-Sight Distance Triangle
Marsh there must be a 6' wide secti bottom of said 6' wide section SCCM-Set Concrete Control
Monument
5' above normal high water. ~ -Address O -New lion unless denoted
~ o _ine otherwise
Rim. arian Corridor Line
~ ~ ~ ~ , Water Depth Q Q I~ Q a t low Water ~ ~ ~ ~ co
Lots 79 8c 20
.~\~/i,
~ o
Ilk
Edge of Marsh -6 3 + ~ ~ r~ Line ~ ~ ~ - ~
- ~ Riparian Corridor Line
~ Lots 20 8c 2 7
Landward Edge of Marsh
- 0.7 ' `3 1 Open o r Open Water + _ ~ 45.0' 45.0' Water o 2 q o ~
. Norma/ High Water Line Open o w~ b4
Marsh Open Water
Water .~~lii, -3.6 + Mooring
0
\ - 6 Pilings . V
~ o
~S + -~f + + +
•.0~~ 7 Q 1 S ~ 75 from Adjacent Riparian Line 1 ~ O~ ~
~ Adjacent Riparian Line ~p a, .s w
~B "
4 P k
57' of pier from E R. Depth Normal High Water ~pth above or below Low Water Open Q
\ to Retaining Wall Water + _ I
-1.1 ADO
Note: Minor amount of fill on upland side W
of 3' tall vinyl retaining wall. The fill will be 658 o f p i e r from Norma / Hi g h primarily for beautification purposes. The fill igh Water to End 80.0'
will have no structural purpose. Edge of Marsh pri
rW` ~
7 V ~
o ~ a a° a° W
0 2 Bottom of decking CD a" PQ PIU
Q ~ to be 3' above ~ ~ a Wetlands Substrate ~ ~ ~ ~ ~ ~ ~ ~ ~ _40+ 7
Open Q ~ o
a ~ ~ Marsh P~~~n9s Water ~ ~ ~ Q ~ ~ a ~ ~ ~ Open opt,
~ ~ ~ ~ ~ ~ ~ ~ ~ Water 0
o s' o/c ~ a ~ ~ ~ ~ ~
8 Bottom of d of decking = 6.8 8
O
0
w° w
4 4 ~
PZ
1.8 =Normal ~
1.8 =Nor al i h Water V High Water v 'b ~j
Norms/ Low Water ~ ~
~ Normol Low Water tea' N ~ ~
of o ottom 7~1 (z
B tt o tom
0 om
-4 o -4 ~ ti CO
o,~
O
_g -8 Dot Pro Cog Date 72/05/07
Project 05286Cama2
C1900 05286
-12 -12 Dra 2o~~N~~O~ Sco For Major CAMA application 4 She purposes only. * , 0~ Drawn CAB
Scale 1' = 50'
Sheet
I/ertical Sca/e: 1 " = 4'
Horizontal Sco/e: 7 " = 50'
~v
G ALAN g~ 2 of 2