10-08 OVERSIZED PLANS 2008

VICINITY MAP N.T.S.
158+32
-1.47
t
1 103 i
-.�
Cis
+1�5,01
r�. 43 ,
- 5738
` j . 15739
'� 11 1 T43
i 488
2.91
\ V A \
156D4
\
\
15853
5740i1.
U \
\
-2.32
i (
+15736
\1-1.72
F
t
�{
r •r 7 I jt,1 �
ST30�
\
v +15.6 ' -
t
u^= -i .6 L
(o
V
\
15805
\
15735
- -1.93
t € f
�
1 I 2
\
r
c n
+15807 C t
I
l
�0.73
15717&
\ MARSH
i15743
1:_1 �2.14
I `\
t OPEN 'X'N'TER09
�` 1
-0.T4
+f ST9T
J!091
.,I, \r \!. \lam \� +-5.'s ` } -1.65 , \ 5733
f \i; \? S L \ 1 +11T7Q " 1 \
s
� MARSH
EDGE 0- _� -7.72 j
k. 1IG. vi r R Q C a ; �. �' _ ;& „ f `r .15747 15732
NL-
.22
2
-1.84 �1a8B -1.81 �2g21
15814 158t6
�'�\jr�l `t �L �\;,Jy:' kym
579 15748- 1 -2.24
f.94 ` -1.74 ,. 2.24
5731 _.L
OPEN WAT
2.23
�G +18493 �i i 5819
+,s77aCn _ k
f 5?94 EDGE
j y
\Ll1 "' \•�_ V.c' i /1 -1.26 1 .4i +,5749.-2.25 L i.1 V E LJ MARSH
� � -1.64 l 15T30
\ t\ \ \ +15820 Z
(f- 2.23
15603
�s \ \ 15709 +15708
15T93 1.42 \ \ 21 { ' 1.26 -0.83
\ r r h '75�g14 i.29 /i -2.10 1 \
+154 lr' /t ( IiST29 \� �\ - -`\ +11.37
f t!v� \t
r ` �
7LL 1. 0
\. �s f �01' 1 \ 15co
T10 ._ - _ l
/ i{(W LINE k x \ -1.6T - ----_-..._ �s6a1
°.
'i �I- �,�( ! ! { \ 1 t - -1.12 +11680
-- {,'05TT1 + 5792 ... , \ ` i \ a570f; l -1 .80
?10\ L \f�`-' 1.OD 1.0, 1.ZT V A \ i -1.
A� \ 15023 § \
,75?52 ' \ �2.16 \ 7(� ._ - - - - +15682
-1.45 �\ 15728 C \\ -1.10 - It
i ` � 1 f J1.19
\+41 j +75674
�� 757Z0
+17608 + 1 . 53 2 584
` \
482 11 91 ` OPEN WATER
1
r/" \ �, ! ♦ s t ! t i `! / \ �-r j•-�i �i �`. ti\I . ;t ; t \ .0.4 ! 75€ E151727 2�L6` \QD .5712 605825 -f.86 -176
15685
1754 -1.85 +-1.7788O ER 42
r 50
1'u686
\r i +15T5S +15726 _1.4
-1.45 T4
L
_ i'►�� l �€ _-3 --,15510 `4 \T52i�5 -
I- -� .� 7 JA
r \~ }r 3 i \-0.76 \ ti ` ` \ l f fI� �1799
I `. ACCES A v ��
'L R € ; r; \
� i 0" EASEJENT�C�[ \ 'i584 '�i6es
\\ n
Z6, t - �fVf/'
i \i \\ +117z5 .83 �1.92
j
r I
,,,r f r,r',Jr:;;, -1.82 OPEN WATER
f f ' v. - 1 15788, A
:. L 1�a7'F
tilr 4r i 15613\� 1 +75715
�N H W L I N ti r _ 15 , 1 98 -t , 93 u0 56 � { t +,582T
\ _ c
1 @3 6
15T24 5669
\B5
ROCK i - �v `- OPEN WATER \
�v L _ _ -- �y Tu7F
-0.40
�-- ...� rc.e - 5�fis '\ \ 1 ` i 15T1 s i.76 \ \
CHANNEL EDGE DETERMINED 1828 y \\
,50.95795 B Y ERE B EHEAD \ V 0
' t '� A R R E T T M 0 R 'c ..' -1. T5 L
` CITY DCM OFFICES \ +117e3
11829 71T ter \\ 15
1 21
15675 -
__ .- ( � _ � „��_� ���`` "ter"" - __- ---- __ J�, � \t �\ ,t•-2.,7
1
1
+15834 . 5778 \ 9 85
-1.T5
.8-f . +15676
R� ,, 74 1\5T2U, +-1.81 ROCK(13} f :.� r
�21+15831 .8
f-i s ' \ 1.?2� =1.85 +15693 1 z 1
l N H W LINE % �` 1` • 1.75
® `�. {7 EDGE OF MARSH ` + 15TDD
isn ! Cn1 1578� � -1.51 }
15832 �-• 1
1 t J
1694
1tr15673
22
r MARSH +15833 1E519 \ 1
1 1
-t . 53
- 1 - 1565 1
-1.51 t
ii1T3 698
+11.,561.5T Z{3 1
4 t
ref t� PROPOSED DOCK PLAN
A L I F E K
-� �0 30 0 6u 120
t
SHEET #1 OF 2 SCALE: 1 'f = 60,
PROJECT #: PM816-21
DESIGN FILE •'REVPM816-21HYDROSURVEY.DGN
REVISIONS:
No.
BY
DATE
DESCRIPTION
I
DWG
9117108
CAMA REVISIONS
2
DWG
10115108
REVEDGE CH.
NHW
LEGEND
NORMAL HIGH WATER
PINNACLE POINTS
NLW
OROCK
NORMAL LOW WATER
OYSTER ROCK
EMARSH
EDGE OF SFMARSH
HOT
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
CLIENT : RJP NEWPEiRT CORP
DESIGNED
-_-�- CENTERLINE Of DOCK
--- -
ONE QUARTER DISTANCE
j
DWG
�YY
- -
NHW
EXISTING CONTOUR
��{/11111f1 w
t+•�,
ADDRESS: 123 NINE J , DR.
NEWPORT, NC 28557
DRAWN:
AREA OF OYSTER ROCK
�•`,�N CAF?o .
\� Q f�, �+,
DWG
CHECKED:
•�s�.....h.
EXISTING MARSH "0��.�FESStC4-% •,�
PHONE: [phone]
Q
PILING
�QQ SCAI
*
RDC
APPROVED:
NOTES:
� ; 13343
TROUD ENGINEERING, P.A.
1. VERTICAL DATUM IS NAVD 88.
i �O �Q v�
}�J
�000
RDC
151A HIGHWAY 24
DATE
�n�z
7/31, 08
2. WATER DEPTHS SHOWN ARE BASED ON NORMAL /Ij•�<ie:GINE.���`g4
LOW WATER. , CVO'; •``°
V
MOREHEAD CITY, N.C. 28557
(2 7-7479
'�hbo.lG\\
t
SCALE:
R NALD A CULLIPH R P.E.
1 = 60'
I n - NA

VICINITY MAP N.T.S.
STRINGERS—% — 51
TREATED
TIMBER PILES
I. —
DOCK -TYPICAL SECTION
NTS
� , f
f t
r
f
t1 �,
x 4
D
rn
2 x 6 DECKING
EL, +,4.0`
v
N.H.W.
NORMAL TIDE LEVEL
[►Sm"a
2L
k
p%.
_
kL
v
\IJ
y
yr \€.. .._�f
\:�.`- �! \'✓:.
t 1/ /f�r.f r J r 7/7
f / �
`fJ f/ f'-�1/ f✓ f % t G f----f -:J- f f-f,'-�j i,/� /r f//r /f ,'f t ; tr' % f ,. /; ,''`,,'+' � ``r••
15 WASATER
4 EA MENT i
k
t 1
I i '
i
i L
_�f
I"_ �SL
cif
i
iY Vf
CROCKtA
;� t
10.00
� J
0-4'5755
0 -1 .45
- �- 280__ _ _ .00 TO NNW- } it
t
v� --------
RIPRRIAN_I—INE __— 15768 - - o
� r ��r5756
-_` _ - ---- Q 1 .21
=-2t0,00 TO NHW---- V i
-- --------__-- — ---- ----
--`---_ --
OROCK
15613
-0.56 _ _ _--' - -_- _ -t57 7
__ N
------ �` -1 7
- - - _ - 295>DO TO NH`+► _----'- N i� \
\ 1. -6, 52 — �- ---
`f- RIPARIAN LINE ------- .............
_ ----------------- --__ __ M 57
------------4,7
- �- - -0.4 0
11L \!, a �f F -t5766 �:. \tom
—0. 2O
-- IFARIAN_ LTt --
a _
�'_,
\'
_� �
`ice_,
. ,
-I :{. \-11/— , I:
\.r m= 1
F i k 2r � _\f! �! ♦, y(,_ ,.j.,. ♦ir cif
_i
\3, :�s! \L
�._ 7 �...._ f
f 30 a
///f///f 1 11 1 f/f/%%%//f//mm%//�I
II�N!/1/fl/%I I III%%//l/%/f//%%///////
8
92
Lu
O
90R) Tit KILBAI
LOT 10 & COMMUNITY OBSERVATION PLATFORM
NTS
9Q;' TO NHW
LOT 11 OBSERVATION PLATFORM
NTS
i Vl� \ \
\/r 1
—OROCK ts'
-t075B8 i
i � k
r �1 ---------
---"- ------ CHANNEL EDGE DETERMINED
�, BY TERE BARRETT MOREHEAD
��'-' CITY DCM OFFICE
�.,-
N-
LEGEND
NHW NOpDRMAL HIGH WATER
OROCK D ER ROCKYATER
GMARSH GROUNDFSHQRSH
--- CENTERLINE LF DOCK
— — ONE QUARTER )ISTANCE
NHW
--r.ts— EXISTING coNPDUR
5°
AREA OF OYST:R ROCK
® EXISTING MARSH
e���ri���yirh
O PILING aS ��� edr
� .�
NOTES; y*�� �� s.•s•ee•.o�f '♦m
1. VERTICAL DATUM IS NOVO 88. • 4 w
~ • 1.
2 • WA ERR DE THS SHOWN IRE BASED �i NOR!* /`�//11!! •
0. r • SEALS.` p
s 13391
NNW-315
NLW -125
NNW -3.50
NLW-1.00
REVISIONS:
SHEET #2 OF 2
PROJECT #: PM816-21
DESIGN FILE #: REVPM815-21HYDROS►URVEY.DGN