HomeMy WebLinkAbout49-10 OVERSIZE PLANST A T
-AW 0A ... ...
�I I d 1T4 �L y RKK
N-� E -E -A N,
W N0'ID,%, T H U'A'ROLIN
— FOR PERMITTING ONLY —NOT FOR RECORDATION, CONVEYANCE, OR SALES —
NOTE:
THEE DRAWINGS ARE INTENDED TO DEPICT METHODS OF CONSTRUCTION FOR
PERMITTING PURPOSES ONLY. THE FINAL S I RUCTURAL DESIGN OF THE
DOCK SYSTEM SHALL BE THE RESPONSIBILITY OF OTHERS.
1 /
in
ZONED C-3 I I C I I ZONEDI C-3 I I I I
i ( ¢ _ I \ I I I
\----- 1--------�--- J-------1----1-1—J L---
WAIT BELLAMY DRIVE 40' PUBLIC R W — — —
(300 POLLOCK ST., NEW BERN, NC 28560)
— — — — — — — — —
-- - ------
THOMAS 1. BANKS & / , ,' /11;f709a FT. S'UL DIVI MLA,
DENNIS R_ BANKS /�,� i ,/,� (SPREAD 211 COW TAKC 6 ➢rY�
/ De 1688 PG 71e WXdAUN, hND.YEGEWE),
ITAX ID: 8-010-027
ZONED C-3
I CD
m CV
00 I
45'001 1AREA
50.D0' / / TOTAL
r 74 SF z Z
Co z / 2.67 AC cc
w w
ZONED C-3 I Co
wm � � w
I CID BUILDINGG Z
z
I
w
z
(T0 REMAIN) � ; ;� aw � LL - i
o CnI rCD
Y -'� Z0E 2 k�lY PM�r RAc"R C U
&i C
wo `� a: ✓rs V�
m a
\
L.
� �. v _. _ � - - +� �- >- z xlsTivc wood BULKNEAD%. z
Y- a, i-c4- ?,E _ IEw'lRMP1 WATER 1141 _
C, ' �. y: m
:ice — ,� •+. ux
C ITWY-P
I� I
i I
�\ a S PROPOSED MARINA
ZONED R-6 I
EX6w rooi3
NORMAL WAI R LEVEL
Lo
Cn
I
< }
SPECIAL SEEDING NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NO LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE 50'
NEUSE RIPARIAN BUFFER AREA WITH EXCEPTION OF THOSE ACTIVITIES
AUTHORIZED OR PERMISSIBLE WITHOUT PERMIT OR SPECIAL APPROVALS
OF THE DIVISION OF WATER QUALITY.
SITE CONSTRUCTION SPECIAL CONDITIONS-
1. ALL BORROW MATERIAL TO BE UTILIZED ON THIS PROJECT SITE SHALL BE OBTAINED
FROM A PROPERLY PERMITTED BORROW PIT.
2. ALL STRIPPING MATERIALS SHALL BE WASTED AS TOPSOIL ON THE PROJECT SITE.
I I EXISTING WOOO BULKHEAD - _ - - `�-
\ (TO REAL4IN) EXISTING WOOD TtR L ,-
\ NORMAL WATER Lc�_
\. NBgin'iiw Isa.�s'
191.09
TING
ENS
\ - _-----_ EXS -
RAibv-D:K BEEY� � I6�-moo REMwNI z
\ \ \
A-- /r
(-V
\ \
II� i
J0
I \ • _
_z _\ _ \\// SMALL \ \ — J ,
MARSH / 1
ISLAND y /
-- _ - soz \ -3
� ti bm-SO N CREEK
\INDEX 27-1-01--42
-5
D\
5
A OVERALL SITE VIE'Y'V—
��� PviCS SCALE 1 Y1=60' EXISTING LAWSON CREEK \\ \ \ \ \ \ \
BOAT DOCK AND RAMPS
NEW
DRAWING INDEX
MCS
- COVER SHEET
M1 -
EXISTING SITE CONDITIONS &
PROPOSED DREDGING
m2, -
SITE LAYOUT PLAN
M3 -
ENLARGED BASIN PLAN
M4 -
SITE DETAILS
L95 -
SITE DETAILS
,} J y
list
enrie
a WON
� � r Fn ��. 5: i ■�.
e:
���; � rat•€`: r,' • �� •
f71
4 i-,.,•l
USGS LOCATION MAP NOT TO SCALE
I
1 �
STREET
CHURCH
T�
y- I
1 1
nAVIS ST �— W T BF i-�"�
1 �
I
S1TE
e
A WSON = K
VICINITY MAP NOT TO SCALE
GRAPHIC SCALE
c0 0 t_ 60 120
( IN FEET 1
1 inch = 60 ft.
240
10
07056
.5,
c)
0
(D
(D
n-
CL
tI
t I
o =::D
LQ
M CD
Lo
C)
CD
L,j
M -�
CD
C)
r-4
(M/�
onond
x)
IS NOSMVI
co
I
C)
C)
C14 CAO
o ,=, I
cn
:2 cj p
r-4
HLLVCI
VXf 'Aff--(1aXDHHJ
VXF 'AH NMV�(1
CHION SV :T1VJS
W,0 *ON 13,RfMd
-1s 'I'D Dd
Z-099-229 :XVJ 2900-2�9 (Z9Z) :3NOI-Ici
1999Z VNIIO�JVD Hi�JON 'N�1B MIN t9991 x08 'O'd
tD;U,-)WU0-J1AU] PUD IIA13 107
LLJ
LLJ
U,)
C)
LLJ
Li
C-D
CD
(-D
LLJ
3t
LLJ
a
ONIDGHN GHSOdMd SNOUICIN103 HJJS qNjjSjXH
VN1r1MJV3 H1210N 'N�1,79 MHN
E4MUS LLS11A t1l
VNI2IVW �11092JVH NO', AA
L-Li C-) C-1
LLJ
F- Lw Q LJ
I Q-1
F-
>-
rK
F--
C)
n
Li
U-)
C)
-C
57<
>,
LLJ
111
m
a_ Li. Li >-
LLJ
co
<o LLJ
Ln CD
L I-<— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
ZJo cl::
Lo
(099K ON 'Nd10 MIN "IS KOTOd 0H) j- CL U-)
m C1
2f
cr-
L,J Z: LLJ
:a -
CD
onond 09 NdI9 MIN JO �113) il]j�iS W0
LL C) Q wIN
(D
Z: maw. �� - -
cn 0 cn
22:
LLJ CL
EXISTING CHAIN LINK FENCE Q:f
Ln 7 r >< 0
Li
S,
a-
L'i LLJ - — - — - — - — -
-W,
7
LLJ
LLJ
r.
O— — — — — — — — — —
m
LJ C
Lj
7-17N,71
X
LLI
cn
c=
1:t2
cn
W
C,4
0
Y,
ct
a-
LLJ
LLJ
cnce- cn
m`. LLJ V) cD C) LL- uj (-D j= CN -< -
c1tf LLJ Vt,� 8)of E� , -
00
< C=; 1c) 00 (-D—
CD Ljj Lc) >< Lj I I
= C14
>< UJ CIO
co < --J::, ><
L.J
L, U-
M -j L'i
L)
L-Li
7- 57 -D C) Z
5< cn
166' (VARIES) X )d-I
\CD C-D <
Ck�
o
0- C-D
of U-
>< (D 1x LLJ 21
wz r- F--
C.D ><
j .1 -
5 �6 J, CD
Uj LU ck:
"Pi
cf) LLI LLJ
57<z
LJ
m m
00 co (Z)
CD
(D w
47
Ui
P
C-D
Q0
m ><
j
..........
(D
- ----- --------- --------- ------- 777
/*
Ln
LLJ 00 LLJ w
Lci
-J,
-D
Ga
011110 NVOM TPIN l 3NOZ
-C)
n qvdld wx zi
XD
-7-
5
C) ><
'El
CL-
4
cc t= LLJ
W
Z d --j
C3 X
A
z
ck:
CID M
CL 4,
Ld
LL 00 01-A0 LLJ >< C3
C/)
V
(ZD
C) LLJ
z
m Z
0 W •
< U m x •CD
D' 0-
L
C14
co
F- CD C.D Urj .... . ><
I \W'k + Q Y Z Y L'�' - l!1l1l.: I LLJ
-z
LLJ
C-D
< <
V)
r) r)
< C
Ln
(D v) CD
C)
C Z:
5-
LLJ LJ
LLJ i LPI=
_y.
LU
U)
>< (D
p
'k i
SJOV6 %W6Vd
'
ONIISIX3 9 (-1) m
L11,A) 313.08
=D < LLJ
C-D m
>< = Q:�
F7- Z) 4MfVM d3AVd ONIIS-1537— A000 600M ONIISIX3 C:) C-) C)l
>< o--7
-< ><
LLJ
(099H ON '%10 MIN ''IS K070d oo�) __j >
onond 09 Nd19 MIN JO JDD) IIIdIS JSdjj Ln
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- — — —
tY
LL 2)
LAJ
V) :, =
cj CD C)
r-4
0
:glvc L099-2�9 (ZSZ) :XVJ 8900-��9 (ZW :]NOHd �
�M j' •Ag GHMDHHD 1999Z dNI-10�:Id0 H1�:10N `N�110 MIN -b9991 X08 'O'd
��II' �g 1�IM�2�Q 6ulaaaul5U7 101 U IJ JOainu3 PUD I!Al,-, T
0-)
D
0)
Q
W
r�
4
o
i
Lw
z
o
_
>
LL-
D
LL J
Z_
U i
W
LW
J
¢
�
W
IZ
¢
U
N
�
1
>- I
O C:cn—
O I
Cn=d Ot I
z��Z
= a o p
CD•Q N I
� m
1 I
vt
Z —
w
I
zt-t�
Q I-- Ln o
L- Z
cl-cllj o
I
���
I
N CN
co CD
I
I
oC��
ooN
I
I
I
Ln CD
I
mi
p
w
I
~�S�
I
I
CD
i
I
I
L�oc
� �
C
<�'o
I
N
I
�
I_
I
U
Ln
—
1
of
N
er
�(nCD c
I
1
m
cZ)_L-nLLJ
�o
-- --------I
L
w
1S NOSM` I
�
�
U
co
I
w
a-
o
ZD
I
�-
O
S �
I
Q
I
I
�
I
I
oJo�
Ln
m ¢o
I
C-D to
I
��
iLi
Ln W
CD
Ln
I
V)
Ln Y
Q m 6)
miCD �+
—V�00cc
UJ
ooT 4
QLTi
W
w
cnW�``
II
Nt��7
U
O
� S
II
II �ME�_
LL
�
c
Q—
r
� C) cl: z
YC~-75
vLZW��
¢<L¢¢Q
C C> O O _
14V'-Id LL g0AVrI HLLIS
v N I I o j v 3 HLL ?joN `,,\T ra q Mq Nz
JJLHH�JL1Ja_J LLS2IIkl t I I
a
WI a
zl o
W
LLJ
C-1
W
Lil W
LL- Z F-
Z I— C — W Z W -J
O O G —1 1- a
WW
W
cni CD C) �
O F— ¢ C F—
¢ x O O
Cl Z
WI ¢{ � J U C-) W Z
L>
I Z
Y
I w w cp
mOr-.
I z a\p
CD U. J
I oz�o
I � CD
L----.—-----------------------------------
----
---- ------
--- M;?�------
cr
099K ON `Ndlg M]N
"IS K070d 00�)
o
ME
�-
Z
�
Z
_
EXISTING
CHAIN LINK FENCE
z
�
tjr(`f
sI
1
_-.
`/
I(f�
I
\
Il'dON3lltl 73AWAA
I .
I� w
Cam.
f La
w
Z cn O cc
�� o`er o z
QO w
w>
�
o v' U o
Z Z `~
LLJ
W
(Wdu-11V ]d) AOOa
Q w JN _ a
- - - 3
w
> w� �- -
N I ,
p ¢ z
z � �
LLJ 3�
z Q o - J Ica Wd031d1d }
r�
o1-..--- a-
U w o w
�oz``
M1 z z o z o iU , J
LL Cn f<'c
0 0 ��
<co
—�
-;1 p
> w
m J C\
m \
o w �
O� w
CD
1 -
�- � > I �c� cat
�� 1..- I f
xo< �/ ° 4� Lc-) /
w z
</
LL-
j }
jj �C1) I w i
Ln / _ �
� h � L�j
m
uj
w�
O in
L�j
V) Z:
W \ En
Jco
jig:w W m O� �J / OQ
Q-
aN�Qz(D _<
� W o Q 1-- o
x >
O _ O x0 I Il m0
o� wz �
_ O
o��
I-' w z
o
o
z . ¢ -- W z
w0 a ww 10 w
w= zz zz ww
�.
n o CD o cD ¢ o 3
CL
Ln Ln
01A NdlNddld 3SAIN l 3NOZ cn `n v, �,
Cm) i� h
V
J Q
=J -,J
\ \ a wm m''LLJI Z
¢ _ 313dON0O M3N/�3�ddO ONIlSIX3 30 3Oa3
\cD w o o o
p� L' Q Q r r CDLLJ
j
cr
O\\ Z O
hci �' ` Q j = ,3d'i+1"1: ,fit s� _
44
clz
w
Q Q ll 'L'
CD
w Q Q � S1bd8 �3�::•�1.S�1'�!81 L � 1H�tEl=.('�� J � � � � ,
I — N
Q Z .Ar)v 'lv J91t?- lsl A fl 143SO I d I �' o o 2-1
CID
� _
_ j
l.r Z Y w o�� Z Z
o eJ
< X Cl-r X L~ O
L---------------a ,T
--
FT
S3 OVNIS ON Aid w a w Yd -- N33d3S 3dbOSaNVI d 3d)d ---- -II /
�o ao
U ,ldWVM 83Add ONIlSIX3 A300 DOOM ONIlSIX3 0 0 0
(099K ON `N��O MAN '*IS A30O2�Od 000
(M/� rgnd t09 N�19 M3N J0 LIO) Ell iS IS�Ij
r--- --------- ------------------------------------- — — .
\ \ 9 LL.J
\ \ O
\ _
I
I
I�
C Y r
�e i,
I Q a�
m
m
o
00 010
00
Q c1) o
I EZox
Ow
I =p
'
LOI
•
w
J
3
O
Z
0
w
5
C�j
cf)
F_
11
To
70
FT 1
C)
F-7
\
z
I
/
r7-1
Cf)
><
(7)
Cf)
Fn
_j
C-)
c-)
C)
\
i
C)
r7-1
77
rm
Z
C)
m
80
��
rt
ti 45,
/ /
I �
it
r
I I 1
' /
U)
7
-rj
m
'
l�
FT'j
J
l I �
C)
m
C)
-4
74
6'
X
co
TEMPORARY SHORT-TERM
DOCKAGE_�
o
PLATFORM
I
CD
po
CF
— — — -- — — — — '09
1 pi
ATTENUATING DOCK (PLATFORM) SEE DETAI D, SHEET M5
CD _WAVE ATTIE
J. 4-51:6RIAN- SET&CK__ <
F7-1 (JI
'A
. .............
>< _j
F7-I
M ><
C-D 77
C-)
M
F-7 j -< Dc:-
r7 = - - BRYAN STREET (CITY OF NEW BERN 601 PUBLIC R/W)
cn
�7 O \ -
— — --- — — — — — — - - - - - - - - -- - - - - -
7_1
0
171
Z
0 3
co
0
F m
Fq
><
70
= Cc cc Fm 7)
1
F--
C)
CD _7
�r>
o C)
C/)
mO
F_,
m
LA SON HARBOUR MARINA
114 FIRST STREET
NEW BERN, NORTH CAROLINA
ENLARGED BASIN PLAN
CD
(7) F7-1
c')
F7
7�
Fri
FT-1
FT-1
CD C) CD CD CD
r__ F_ r__ r__ r__
QD 1 -0 C:D
CD
CD
70
CD
�2
70
V)
— oo
00
C)
II
c_r
--J
(--i
F-M
03 V) L/-)
03 _7_1 m
F
r7
7-1
PROJI
A U
'T 7 j�, r-4 I
VLIS ENikff1NE7E'1R_`1N("" JP -A. SCAM
Civil and Environmental Engineering DRAW
P.O. BOX 15564 NEW BERN, NORTH CAROLINA 28561 CITEC
PHONE: (252) 633-0068 FAX: (252) 633-6507 DATE:
PC G, �L 135
:AS NOTED
T TD 'V T17 A
F_
F7-1
FT-1
CD
C)TJ
7-
=4
_-d
ul)
-/-)
c_
C—
F7-1
C)
CD
co
m
>
W
Q
W
S O
A W
J
m
c� J
z m-,
F_
x w
W z
W �
o O
w w
:c _<c
b
TOP OF NEW BULKHEAD = 6.0':
4 - --
WAVE Aii ENUA ING DOCK (PLATF0RM)
NORMAL WATER LEVEL SE DETAIL D, SHEET MLu-
5
0
I
l
4 - -- - -
r LIMITS OF DF EDGING I /
633LF x 0.3 CF/LF = 211 CUBIC YARD /-E1. -
XISTING BASIN BOTTOM=-6'± /
-6 3------------ - -- -�/ -
PROPOSED BASIN BOTTOM=-6'
I
�DM4
SECTION A -A THROUGH BASIN
MHOR. SCALE: 1 "=30'
VERT. SCALE- 1"=3'
6
4
2
0
_2
-4
-6
-8
I
0
-2
-4
InI
m
®i
-14
DATtl'Af ELEV
-15. 00
i:?
3IC YARDS
633LF x 0.3,
-E
-6' PIF
jM43
2 SECTION B-B THROUGH HAULOUT
M4 HOR. SCALE: 1 "=20'
VERT. SCALE: 1 "=2'
-12
-14
DATUM ELEV
15.00
c
i
LJ
w
S
W
� W
_
V7
LcJ ;`
7 W
Li W
d �
W
v v
TOP OF NEW BULKHEAD 6.0'
6
s
2 1 ! - FLOATING DOCK
,Pk! ! 71
BOAT LA
NCB!//
HAUL001
AREA
EX.ISTh- E IPI
BOTTOM
LIMITS OF DRE
F/LF = 211, CUBIC
LING _ 1
ARDS 3
POSED BASIN BOTTO
=-6'
3 \� SECTION C-C THROIJGH HAULOU !
M3 M4 / HOR. SCALE:
VERT. SCALE- 1 "=z
- FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES -
_ NORMAL WATER LEVEL
+I
FLOATING FINGER PIER
W
F-
W
0
w
m
w
z
1�
1
FEL � �' r . `' PER,M T) I r, C zf ,''iJv)
V ; %17 f A0
Nn L ;i II )N vv �T
FJ)e � s1riT1
6' NOMINAL PIER WIDTH - —�
i
I
I'll0 I1AL i LEVEL
3, It DELPIN LIINF n ELEPIO 'I "4�GU.,E
TIMBER', FILING,
EXISTING/PROPOSED BASIN
BOTTOM = -67±
4\, SEE='T0N D-D THROUGH FINGER PIER
iv!4 TO = :,ALE
Lo
Lo
w
N
U
Ln
n
�n
<
cl-i.
w
0 0
x
z
L`
T
z
00
w
o
__ m
o
> z
I
r�
W, W
r7
� �
N
x
o
L>J
z
LO
0
_
Ch.
I
<!p,
�
�
z
0
z
O
C)
1 ' �
rnI
O
Y
CD
77-1
(77-1
�.O
V
2' 1'
3' BELOW NWL
ZE; ZE:
f r
I I
W N
O
O
mrnl
O
o
r rn I
tom
O
O
dmd
H
77OD
O
O
C
mO
m�J
Mm
m
n
rnm7-1
d
O
O
I
o
��o
Z
=oc
�r
O
O
C)-+
m m
V)
O
O
m
O
0
MA SON HARBOUR MARINA
114 FIRST STREET
NEWKERN, NORTH CAROLINA
SITE DETAILS
D
0
D
7
rl
7
D
7
D
7
aJ
Cf-)
n
rTl
a
U�
rTl
n
O
z
O
C
G)
Cf7
O
70
O
F7
cu
O
D
IC7
Cn
N
O
z
0
D C
KF=
m
z
c) "
m =
�a
m
x
><ul
a mm
CDD>
a co:*
70 M�
aT
� z o
r
C> r
� m �.
z
a �
0 � N
m
rn
m -i d
x
m
m
G
�
o
0
o,
C-
Ill
�0
a
^
C)
C)a r
D
r,-1
rTl
N
m -=+
s
z
r-i
� mr
m
Z
a ^ :•'
N
o
o
O �, ^
zrn
z cn
C
O r7
z
D rn
fTl
T
-
N
K Cf)
m r
m
O
W
=
z
o
�
rn
n
m
cn
D
x
0
c>
m
i�
O �
m
l
70U)
I
^� cp
7070 a
°
°
-
\
\\
Lo mp
n
Ft �
cn z
cn O
O Z
�7
ti �C Cn
Crr�s� rnO
CC)m Z
O
r G D D 70
r7'1 CDZ fr--- V)
o_o x-
D
N Z O O D
_ A _ z cn �
O d z,
;;o Ti70
f 70
O r- T
�m
d
m
D x
rn
O O
70
O r=
Z z
D O
O
C
d
7-1
PROJECT NO. 07056
AVOLIS EN WEER i u, 'I .A® SCALE: As NOTED
Civil and Environmental Engineering DRAWN BY: JKA
P.O. BOX 15564 NEW BERN, NORTH CAROLINA 28561 CHECKED BY. JKA
PHONE: (252) 633-0068 FAX: (252) 633-6507 DATE:
/0 =
� m d
D
r
drnz
d N
n rn
r d
rn
O -
z
z
m
C7
0
z
Ln
z
O
N
^
l
T
�N
�
�
rn
D
�J7
�
rrl
I
z
u .
O
�
T�
3D
�t-
Qo
m
v
O
C
QO
Lfie1
oo.