8-02 MM 05' Oversized Plans

Shoreline Stabili ation
N
CH][TECTVR1' L
COLLABORATIVE
811 WEST HARGEIT STREET 919/833-8818
RALEIGH, N.C. 27603 FAX [phone]
INTERNE . http://www.bjoc.com
Stormwater Wetlands Projecl
Magnolia
Mag o1' f�• Magnolia
Magnolia ''.•'''
�' C��ryprc
0" Magnolia ��ty
' Holly Cedar `•'
0 Pine
612" Oaks (.j}�" Pine
' Cedar 6" Pine
" Magnolia
1 P'
" P
Magnolia —
O01" Pine
Ma9V Magm
(31 Oak 0-
1P
�o
S� 7 17-
sT�F
FA
0
Historic Sites & Gardens
New Bern, North Carolina
R I V E R
Pg 848 Pg 710
Hale 2 Story Frame Hse. 1 Story Brick & Block y
30" 06 �
(o --
8" Twin Mae
22" Z
12" Magnol
12" Piro
W-
12" Mognoli
24" 0.0
Twin Mlj.�
24" 0JD /'
T SEE?
OL)1N FRO 21,
S SR
0
1
1
1
SOUTH FRONT STREET
x X x ,eta - pC
z x x x x x ... v`y"r"`y,'9' .:J�:F`}S'.te�•!tX• X%L,"
x x x x x x
z r, x x X i j x"%~'^Ya�C>{'Xwj",,,:..'?��Syl+C+,.Y',x'"At•
z x x x x( x x �tq���'•24y.}ti:e6'y�,�__�e''cy�'�;F , fi"'.h
x x x .x x x x x x'fyx�%j:i•n?;;�j•YSq�' rA�Fi".
:( x x x x x % % X X 'i A�xi"'%meµ^, 5j♦1 : N"� w'•Rr•(�'�}�`J+p�1fN'i� ..
% • X X X% x. X % X X X X X% µ � f, bt4iir "•.;� }
x XXXXX xxXXxxXx 'x
xxx x x X xx x x .x X x X x x X
x x x x x x x x x '• x x x ••'•••••• x
1 x x x x x x x x x "x x x ,, x x x r.
1 x x x x x z x x x x x x• X x •X x x x x x x xZ
'�� 1• .x x x x X x x x x x x% x xx•.' x x x x x x x�
1 x x x x X x x k x x x
X x x x x x x x x x x x x X x x x x x x x x x x x x x
X % X X X X X% X x% Y X X% X% X X X X X X•'•,', X X X X X
X x x X x X X X X x x x X X% X x
WksX x x x x X x X x x k X
x x X. x x x x x x x
�n
1
1
1
R
1
1
I
I
1
1
T �
� N T
1
1
®NSB-...... "NS8 NSB— NSB 1
1
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a 1
1 i
1
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m
PLAN SHEET INDEX:
SWP—C100 EXISTING SITE CONDITIONS
SWP—C101 PLANTING do LAYOUT PLAN
SWP—C102 GRADING AND DISTURBANCE LIMITS
SWP—C301 SECTIONS
Andrew & Kuske
CONSULTING ENGINEERS, INC. 902 MARKET STREET
WILMINGTON, NC
© 2005 ANDREW & KUSKE PHONE [phone]
FAX [phone]
www.andrewandkuske.com
CAMA

I
Inv. J.LU
WETLAND AREA
Magnolia
O 8' Mag oli �,. Magnolia
ad $d ad $ Magnolia0» Cy Tess
-
ad �- ad 8' Crypress
El. Mag olio
❑ .... n " Magnolia
�......_ _ S 86'15'32"W 1677 Holly 0„ Cedar � Cr lies TRYON PALACE
4.00 x Pine GROUNDS
1.00
ROU
X x x, X. x X X x X X x x X ' LOW FLOW 3 12" Oaks �p" pine
X X X X X X X X X X X X X X X X X X X X X CHANNEL 4011
tYl ' Cedar Pine
�< ' x X x Xx x x _p 50 " " X X x x x x x
x x
x X x
-0.50 x ', x x
x X
U_
x x
�jb C pre s
R70
X X
X n
X X X X X X
X X X X
X X
' Magnolia
` r
X x
x X
x x X x X X X
X X X X
X
X X
X X
X X X X X X X X
X X X X
X X
-
x X
X
X x '::
X X •'•
x X X X X X X .::'. X
X X. X X X X X X
x x x x
X x x r.
x
x % pq
1 P'
�2 11 Pine
co CL
� Magnolia
X
X
x x:
x x:
X x x X x x, x x
X x X x x x X X
x x x x
x x x x
x
x
x
alPine
NEW CONCRETE JUNCTION BOX
24" RCP SD 0 0.08%
SDMH
TOP TO GRADE
INV.= 0.96
X X :{ X X X X X X X X ,< •::: X X X X x
X X X X X X X X X X x X AF X AE EC O X x x ::: X x X x EC ,, x x x x x x P B :)D M a g _
EC C X X x x X X :< x x x x X v. z 15" RC AEC TopC. B9S29 in Magmolia EXIOak OUTSFALL PIPEING ALF 30" RCP SD
rn X X X X X X X X :r : v: Gem Inv +.29 INV.=-1.60
.....
X X X X \
: fi x ::.:��S R 2 �iC 3 Oak » Magnolia 2 „ Oo
' X Y. X X X X X .•.'..:
X x X ::: X x
x X ...........................
9 I
0.5 ........ .. 24" RCP SD 0 0
X O CuP1<¢` Filet
X :•::•.:•:::•:::•::::::::::::::::::::' ::': ::.::::::::::::::' :::::::.. ... Top �
XO �B PB.... nv 1.26
X::::.::::::::::::::. .....:::•::::':::::::::::::: AEC
X ........:....:.:.:.:.:. ::::.:.:.:.:.:.:.:...
................. EC
X .1.
Storm Drai
0000 said to dra n
AF
L_._----- PB B SEDIMENT to River
60REBAY 24" RCP SD 0 0.08% sO \ AEC
, OUTLET &,'' p8
MICRO -POOL
SURVEY LEGEND
Buried Unkown Conductors
Buried Water Line
Buried Electric Line
Buried Phone Line
0. Fire Hydrant
® Catch Basin
® Water Valve
® Water Meter
0 Tree (Size Noted)
® Geoprobe Boring
Existing Monitoring Well
CP Concrete Pad
SURVEY NOTES:
1. SURVEY REFERENCES NOTED AND ALSO DB 887 PG 321 AND A MAP OF SURVEY
OF BARBOUR BOAT WORKS BY ROBERT M. CHILES, PE DATED JUNE 24, 1997.
2. ELEVATIONS FROM MEAN SEA LEVEL DATUM NGVD 1929. HYROGRAPHIC SURVEY
SOUNDINGS NOT REDUCED TO MEAN LOW WATER AS OF 10/22/99.
3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
4. AREA OF BARBOUR BOATWORKS TRACT IS 6.472 ACRES TOTAL AND 5.221
ACRES ABOVE MEAN HIGH WATER.
5. SITE IS WITHIN FEMA FLOOD ZONE B AND ZONE AB(ELEV.9) FEMA FLOOD
ZONE LINES SCALED FROM COMMUNITY PANEL # 370074-0004-E DATED MAY 4, 1987.
6. THE LOCATION OF THE THREE SUNKEN SHIPS AND THE UNDERWATER BULKHEAD
WAS MARKED WITH FLOATING BUOYS BY UNDERWATER DEMOLITION TECHNOLOGIES
ON OR ABOUT FEBRUARY 1, 2001. THE POINTS WERE SURVEYED IN BY ROBERT H.
GOSLEE & ASSOC.,P.A. ON FEB. 6, 2001 ALONG THE RAILS AND ALONG THE EDGE
OF THE SUNKEN SHIPS.
SDMH -J
TOP TO GRADE
INV.=0.60
24" RCP SD 0 0.08%
T
� FFT
SDMH
TOP TO GRADE
INV.=0.80
24" RCP SD 0 0
C. Basin
Top 8.99
Inv 3.49'
1
C. Basin2 RCP
Top 3.19
In 0.56
/ II Cur Inlet
To 3.22
II In 0.37'
II
U II
-Qf
r,il
/II
?, SDMH J
24" RCP SD 0 0.08%J TOP TO GRADE
INV.= 0.85
INTERFERENCE SDMH. 1 v E R
TOP=MATCH TO EXISTING GRADE
24" INV. IN=0.82
24" INV. OUT=0.816
WETLAND PLANTING SCHEDULE
1. SEE ADDITIONAL PLANTING MATERIALS SWP-0501.
2. THE STORMWATER WETLANDS AREA PLANTED WITH
HERBACEOUS PLANTS SHALL EXTEND FROM THE BOTTOM OF
LOW -FLOW CHANNEL ACROSS THE EM1RE STORMWATER
WETLANDS AREA. THE FOLLOWING STORMWATER WETLANDS
AREAS ARE NOT PLANTED:
A) INVERTS OF LOW -FLOW CHANNELS
B) SEDIMENT FOREBAYS
C) MICRO -POOLS
SPECIES
TOTAL
LOCATION
CALIPER
REMARKS
(COMMON NAME)
WETLAND
(SIZE)
MYRICA C�EpR•IIFEEVA
20 •
A
-
SHRUB - SEE SPECS
(WAX MYRTLE)
LE)
CYRILLA RACEMIFLORA
10 Q
A
-
SHRUB - SEE SPECS
(SWAMP CYRILLA)
TAXODIUM DISTICHUM
TREE - SEE SPECS
10 O
A
-
(BALD CYPRESS)
JUNCUS EFFUSUS
HERBACEOUS
1000
A
-
SOFT RUSH
RANDOM 2'x2' SPACING
PONTEDERIA CORDATA
500
A
HERBACEOUS
(PICKEREL WEED)
_
RANDOM 2'x2' SPACING
IRIS PSEUDACORUS
500
HERBACEOUS
A
-
LfELILOW FLAG IRIS
RANDOM 2'x2' SPACING
SPARTINA CYNOSUROIDES
16,000
B & C
_
HERBACEOUS
(BIG CORD GRASS)
RANDOM 2'x2' SPACING
STORMWATER WETLANDS OPEN AREA TO BE
RANDOMLY PLANTED WITH THE FOLLOWING
3 SPECIES ON 2'X2' SPACINGS:
F3,!' < -JUNCOS E _�:<•;.<.:;:FFUSUS (SOFT RUSH)
=
;"�� :�"«`:{'
-PONTEDERIA CORDATA (PICKEREL WEED)
-IRIS PSEUDACORUS (YELLOW FLAG IRIS)
XX x X X ]x STORMWATER WETLAND AREA PLANTED WITH:
x x x x x-SPARTINA CYNOSUROIDES (BIG CORD GRASS)
STORMWATER WETLAND OPEN WATER AREA
OUTLET MICRO -POOLS & SEDIMENT FOREBAYS
NOTES:
THE STORMWATER WETLANDS PLANTING INFORMATION
SHOWN WAS PROVIDED BY EDAW AND SOIL &
ENVIROMENTAL CONSULTANTS, P.A.
Inv 0.40' Inv 1.62
( (( Junction Box
11
(( St. Mh.
1 ( Top 5.59
10 Inv -0.33
((
8" Twin Mae
( 1(
" Magnolia
t� 11
2 P i no ( L.0
12' Magnolio I
12" Pin co 1
i W ((
4 o, c M Top 4.38 III
C. B.
Inv -1.34 1 j Top 3.93
- i Inv 0.90
�12" Magn Ah � it
24" 0 C.Inlet I I 0
12" Twin M Top 3,781
Inv 0.73 1 ' 18" RCP SD 0 0.45%
I I SDMH
24" 00 1 1 ' TOPTOGRADE
B PB Ii
INV.=0.82
II
(I
LEGEND.
®®®® PROPERTY LINE
-AEC- EXISTING 75' CAMA AEC
EXISTING SHORELINE AND/OR BULKHEAD.
PB PROJECT BOUNDARY
-NSB- NEW STRUCTURAL BULKHEAD -EPDXY COATED
SHEET PILE w/ CONCRETE CAP.
WLB NEW STORMWATER WETLAND BULKHEAD -EPDXY
COATED STEEL SHEET PILE WITH A CONCRETE
CAP.
N 86`00'27"E 3
RIP. RAP MATERIAL
<
WOOD PLANK DECKING ON ELEVATED
WOOD PIER.
�
EXISTING TREE � 35"Cedar
Pine II
ti-6' 8" magnolias f
C.In C Will 4.51
nv 0.716 Inv 5 I A� BALD CYPRESS (10) 8" pv� _ Inv. 2.99'
AF I v. 2.99
SEE WETLAND PLANTING '
SCHEDULE
" ABC W YRTLE 20
P� E� SDI
SEE WETLAND ( PLANTING
0 0.45%
�E ( SCHED111,,1
Nof qF
1
c
SEDIMENT FOREBAY -
SOSR I NEW DROP INLET W/
0 9F� SWAMP CYRILLA (10 INLET PROTECTION
SEE WETLAND PLANSI TOP=3.70f
SCHEDULE INV.=1.06
' I 1 0 PB B --- PB PB PB
I1 SEDIMENT FOREBAY
(
©I :•:':•:•:•:':•:.... `�zQ OUTLET
II MICRO -POOL 24" RCP SD 0 1.87.
::::::::::::::: ::::.`'P 24" RCP FES INV.=0.50
. .. �'� . +7•. :.%•: .:, lid,
... . . ... . . .. .. . . . . . . •.Y ,l ?•• .p;.w> .:.: _; (: �,.�i^w.
.................... '"�'+,a �'^. `'�.!r r.a". i�.nt. i'?: .... .. .'.
_ /yy Z:.,
s a:... i-
" .......... •T•
18 RCP FES INV.=0.50 :.a:0. :=':--;rr^� ;x...............
�'
x�
...... ;r:; g_
X X X XI X x WETLAND AREA
X X X X .X X X X . . . . . :. �« .:�•' �'fr :.•.:•f• '-x'.' . <,,:..
:..«,
X X X X X X ... ...... .'.'.' i '•.� r4 �._• w •`• y, 4..a� - ` >k
STORMWATER WETLAND AREA
X X X X X X X ;p'� 1' { f r�! •' .& '..
B •,., i �• Y r,.v e .
.0 X X X X X Y. }.; r..:} r 4 >{•, 4 :Y•• w.•
X ........'' •jsti. �.5.•p.is '`' z''+ yy.
X X X X X X .. 't�.a'•r": %�`•;.• �.j ': r 'n
X X X X X x _ - 'Y. •!•.j.r °: .i:, ••.•>1a{:pia• ' ." .: -''-:..,I .�4'.I .1-f
ELEVATED WOOD PIER X x x X x x x
' A ' x.,r� �J<.-'•.>•;:•:,r 'r>�;.�,�,�r<^ _''t!a•• • '�-.`.;'w°'Y..r^.
X x . ..,{.a'3.y'•:�. G:� .F. �,;.vit {ir;�r.. v. y •a•_,.�: :: s'••'d. S:.: .,
X.
ROOF OVER X X X
lr'_ _. ;',•..,.. ;v %'�.;:j,.:.r1_..:
x .:r •R`•r'.F` ..f r, ��� T:: :•�>:, '.a r �.:
X X X X X X X ; X A ^v_:{ •. .rrw.Y;«•a.:y.r:r'•<3.y. t: :�`u:•.; as.'•'•^^j .:�.. ':v'+.'•,�
PIER ON PILES. CX ...
ryly"^i :•'',iw`.; HiY»�.Y i•r „`u,« •° J. mot`{..h��: ��!}�.,'a ai•
X X X X X X X X X X .. :;..+e•.c':.:.:..,.::• ' , t r EC AEC
7 35, X X X X X X X X X X X X X X X ?'`• .':,..;:�.�`,. ': -Y`::r µ _
X X X X X X X X X Y. X X X X X X :< X ,;, '•L• � 1• X 'X AEC`
k.
X X X X X X. X X X X X X X X X X X X X X X X X� X X LOW FLOW CHANNEL
X X X X XX X XX X ®� X X X X
- /� STORMWATER WETLANDS
X •.... X.... X X X X X �V•S •.... X X X X X X X, x VS X iCz
Ix X X X X a X X X X X X X X X x X X X X X X X X XcOPEN AREA
n
X X X X X X X X X X X x X X x X X X X X X .X Xrn LOW FLOW CHANNEL
X X X X X X X X X X X X X X X x X X X X X X X X X
' '
, X X X X X X X X X X X X X X X X X X X X X X •�.' X X X X X STORMWATER WETLAND
nn x XAREA
) X X X X X X X X X X X X X X X X X x x X '• X X
PR
r•[T `{/l/ X X X X X X X X X X X X X X X X X- X X X X X •�-?/st
O I_ K X X X X X X X X X X X X X X X X X•' X X X X LSD'
AB x X X x X x x x x x x
D................'.'.'.'.'.'.'
PLANTING & LAYOUT PLAN.
SCALE:
,00
r1 _� ..'.' ::': :.:'.'. i
ROOF OVER ..................
' '•'•'•'•'•'
EXISTING '
ELEVATED ................... , BOAT RAMP
WOOD PIER lib EXCAVATION
` r•.'.'.'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'
.......... z
..............
:':' . ......' 1 _ Now
WONOUTLET SB-�-'- - NSB"""'�'�'�
a
*
PB
MICRO -POOL B Pzo
PB - - PBPB P N
N
-o
`-- NEW STRUCTURAL BULKHEAD -EPDXY COATED
SHEET PILE w/ CONCRETE CAP IS TO BE
PLACED ON WATER SIDE OF EXISTING
BULKHEAD EAST OF THIS LOCATION.
a-
to I 1
1 •-� ; � ELEVATED WOOD PIER
ROOF OVER
PIER ON PILES.
N 87'S8'58"W 119.8 -
�' E
� B V
N 7, 1 A 4°' R �
II I
PC
Archffocbxd Coktwra"
811 West Hargett Street
Raleigh, North Carolina 27603
919.833.8818/Fax [phone]/www.bjac.com
Andrew & Kuske
__116 CONSULTING ENGINEERS, INC.
902 MARKET STREET 910/343-9653
WILMINGTON, NC FAX [phone]
www.andrewandkuske.com
Q 2005 ANDREW & KUSKE
3oi1 at Bavlronmeatal Conanl#ants, PA
11010 Ravin Ridge Road • Raleigh, North Camliaa 27614 • Phove: [phone] • Fm [phone]
wwwSeadEC-
Historic Sites
& Gardens
Shoreline
Stabilization
Stormwater
Wetlands
Project
New Bern, North Carolina
PROJECT NO.: A&K PROJECT NO. 99134 W
DRAWN BY EDB
CHECKED BY : JAKIII
ISSUE DATE 10/07/05
REVISIONS:
MARK DATE DESCRIPTION
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES, THE SCALE, WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
SHEET TITLE
PLANTING & LAYOUT PLAN
D SHEET NUMBER
C
SWP_C101
j CAMA

/
I
Curb 7Inlet
Top .45'
/
I�
Inv. 2.50 (THRU)
Inv. 4.70' (IN)
o
cn
I�
o
Curb Inlet
Top 5.38'
-
! \
\
v
Inv. 3.20'
0, //
I
NEW WETLAND AREA
Z
�-'1 _----"-
_----'-
10"
(
Magnolia
8' A%ag oti 011
/ Magnolia
`\�--------- $d �"" '"�� $d---'�.�
Od
I
r Magnolia �" C ess
i8' Crypress
I Rd
1
/
25' STONE FOREBAY WEIR OUTLET
olio
- s--`�
TOP OF WEIR=1.50
" Magnolia
I� / '' 1 3 ' 1
\\
II/Holly Cr res TRYON PALACE
I !�
Cedar
1
\Y
" Pine GROUNDS
I
12" ok\\s
(Pine
Cetlalr \.T., Pine
I
a 1
\.8
C re
1
}
Magnolia
I
NEW CONCRETE JUNCTION BO
24" RCP SO 0 0.08X
Pine TOP TO GRADE
FREE 01, �agnolia Pine 12' OF STORMWATER WETLAND
ODII
IN BULKHEAD AT ELEVAnON 4.00
t���F ���.,. , 77 THEN DROP TO ELEVATION 3.00
f ��c.»•�.0,. �..1mag
4.29
r •.
�I � r ��Pic, 57
TEMPORARY
WIRE BACKED
SILT FENCE
i
io
3 0 Storm Drai
said to dra in
PB B •50 to River
24*
SD
C 24" RCP- FES �P 0 5 ®� 0.08%
SDMH \ \
TOP TO GRADE
INV.=0.60
10'x50'xl' RIP RAP (6" TO 15" DIA. STONE) J
PLACED ON WATER SIDE OF NEW BULKHEAD 24" RCP SD 0 0.08�5
OUTLET WIER.
SURVEY LEGEND
Buried Unkown Conductors
Buried Water Line
Buried Electric Line
Buried Phone Line
0,
Fire Hydrant
0
Catch Basin
®
Water Valve
®
Water Meter
`tiJ
Tree (Size Noted)
®
Geoprobe Boring
Existing Monitoring Well
CP
Concrete Pad
SURVEY NOTES:
1. SURVEY REFERENCES NOTED AND ALSO DB 887 PG 321 AND A MAP OF SURVEY
OF BARBOUR BOAT WORKS BY ROBERT M. CHILES, PE DATED JUNE 24, 1997.
2. ELEVATIONS FROM MEAN SEA LEVEL DATUM NGVD 1929. HYROGRAPHIC SURVEY
SOUNDINGS NOT REDUCED TO MEAN LOW WATER AS OF 10/22/99.
3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
4. AREA OF BARBOUR BOATWORKS TRACT IS 6.472 ACRES TOTAL AND 5.221
ACRES ABOVE MEAN HIGH WATER.
5. SITE IS WITHIN FEMA FLOOD ZONE B AND ZONE AB(ELEV.9) FEMA FLOOD
ZONE UNES SCALED FROM COMMUNITY PNNEL # 370074-0004-E DATED MAY 4, 1987.
6. THE LOCATION OF THE THREE SUNKEN SHIPS AND THE UNDERWATER BULKHEAD
WAS MARKED WITH FLOATING BUOYS BY UNDERWATER DEMOLITION TECHNOLOGIES
ON OR ABOUT FEBRUARY 1, 2001. THE POINTS WERE SURVEYED IN BY ROBERT H.
GOSLEE & ASSOC.,P.A. ON FEB. 6, 2001 ALONG THE RAILS AND ALONG THE EDGE
OF THE SUNKEN SHIPS.
Y1 1 ) " / I { \ ` ------ ---- - ` _ - valy s •-� \
l I _=__� --J _ _- =- � !!, LEGEND
Top �.11 - ---- -_�__ �-- ' C. Inlet i^} I mi 0 W
=1 = nv I - - _. -_ ----- -_ - - _ Top 5.54 C.
nv 3 58 / \ a I To �! PR®PERTs LINE
C. Basin ( I I = _ _ _ _ _ _ _ Inlet /�-- // Top 5.3$1 6,,, �-- i \ � In
To 5. / E- Inv 2.67 '\\ r-- '
Top .18 Q i - - _ _ _ _ - - 12"RCP P ------
nv .33 I/ I 1 TC.
op Sao '�0 �" °o�~\ -- I \ \_ hne-AEC EXISTING 75 CAMA AEC
(J FRONT STR` -6 _-_l \ {_ _ _ l/t
Inv \ 40' / 1 ( Inv 1.62 SOUTf7 - !
C. Basin
X Junction Box - \P�__ ^ !! C} �� - _ - EXISTING SHORELINE AND/OR BULKHEAD.
5 RR Iron / O
Northing 498,94�'S92
St. Mh. N 86' 27'E 395�',� �- �' + Easting 2,585,529.792 (((�+��}
Top 5.59 \\� \\ y - - - - \\ I - 6 °Sic NSB NEW STRUCTURAL BULKHEAD -EPDXY COATED
-- Conc. \\ I gTny 2.2' SHEET PILE wj CONCRETE CAP.
Foundation
+ II
- 7 Til -� - - - - - x + TEMPORARY ! ( \ / / f WLB NEW STORMWATER WETLAND BULKHEAD --EPDXY
! 8" Twin Ma CONSTRUCTION ! \ \ \ COATED STEEL SHEET PILE WITH A CONCRETE
ENTRANCE ! k� \ \
CAP.
-4, ---------_// \ +8.00\� PB PROJECT BOUNDARY
+0 +g. +h
Magnolias !I I + L
�} 2 " Pink i r lU \� /�,1 i /�\ - 1+ +y. /` - 5 1 RIP RAP MATERIAL
12' Magnolioi
III r
12" Pi
4.45 + \ \ N
I \
WOOD PLANK DECKING ON ELEVATED
1A
\ ' WOOD PIER.
' 1
� I � I DISTURBED AREA
I 1 4" pa� To
I . Mh. 38 c l
/ I I Top 4.i r I / � CAB4 . � / I _ - ., /
Inv -1.34 1 1 p 3.93
Inv 0.90 I /
I I 12" MagA i� / I / /
r / , 1 I I / t � / � � � / x 4.25 EXISTING SPOT ELEVATION
11'v lI 2� 0 I } C.Inlet ' I _
Top 3.81 +' I bL +� k
� 12" Twin �4 I Inv 0.713 i " I + // �� { / // �� __.� ^� EXISTING CONTOUR
t \ 18 RCP SD ®0.45% A
I I I I SDMH ti I + �` / ;� / PROPOSED CONTOUR
! j4 0�/,1, I m I / I \ TOP TO GRADE +
B I PB ' I I I \ INv.=o.82 + �k ' / �� l It PROPOSED FINISH GRADE SPOT ELEVATION
if Afc ��� '/ �` ✓ ! ! ! J II \ �� I i I/-� �� 3.0o PROPOSED TOP OF SHEET PILE BULKHEAD
STORMWATER WELAND D AREA
Ialias I PILE CAP ELEVATION
m
\ a, >>
g _ \ \ I
p - 4 , �` _ Basin _i �/ } / \ va _ _ \ i (; I I / "` -- 5 Cedar EXISTING TREE
Top 8.991D ) ! I \l v 5 i' S" P� nv. 2.99' n \ // I ! ?
\ Inv 3.49' / ! 71 �\ A I1 In *`ORMWATER WETLAND AREA +°
CC
12' -' 18" RCP S,b
S/Q VV�s� Top 3.1)cis RCP \\ 0 0.45% '; 1 / +
\ / I Cur Inlet
II To 322 'CJ ®1 �u S9 i 11 // r��^^^��� I +� 1 NEW DROP INLET W/
II I 0.37' I INLET PROTECTION
0 / TOP=3.70t / I } I I I \ Ec
INV.=1.06 ! I \
SDMH
TOP TO GRADE \ II
\a '
INV.=0.80
_ j
.57 + I \ \
-2.37+
I ( !
I
„
24 RCP SD 00.08%
-1.87+
TEMPORARY
WIRE BACK€b67 + R
-2.47 ++i \
SILT FENCE -0.
a
I \ I
o
?, " SDMH 18" RCP FES INV.=0.50 3.00 \\- I1 !} I I i
24 RCP SD ®0.08% IW. TOPTO GRADE
-5.37 + - _ - .00 / D + a a6 I
5.67 + I /
INTERFERENCE SDMH. R I V E+ R -5.4 + _5.47+- 3 47+ �� I I it
TOP=MATCH TO EXISTING GRADE -67 - �/ + I !
24" INV. IN=0.82
24" INV. OUT=0.816 III (I \
EXISTING BULKHEAD SHALL - III I }
REMAIN OUTSIDE PROJECT BOUNDARY. B -3.87F
25' FOREBAY WEIR OUTLET -5.67 + - /' 5 0 i 1\
TOP OF WEIR=1.50 -7.37 + �
iILVATED�. WPD PIER i 1 / 1 0 I% // ,
-7.37+ I 1 \ I III
REGRADE AND STABILIZE THE AREA ROOF OVER i
BETWEEN THE EXISTING BULKHEAD PIER ON PILES.
AND WETLANDS BULKHEAD AS
REQUIRED FOR POSITIVE DRAINAGE. 4 A
-5.57 + -5.27 \ ` 0 z> * / I } \ 1 } i C. Basin
-6.17+ -7.37+ 3.00 i - 7 _ 9 +
-7.77+ -T
oP �8) \
-7.57+ 5 II } I I/1 / II
7 ��� I I 111 � / � � �\
-6.87 + 5 ----- m \
I
/ / . Invert 30" RCP with
.13 + G Y 1 I I (( ` Flap Gate 0.64'
1/
0 3 I 0 I I I I i \\ \ \ United States Coast and Geodetic 4orjn
-3.97 + ® __J I 1 (l 1} \ Stamped E 146 AZ MK
PP I N 3 0 p j I��}II` Northing 498,433.258
0.13 + Mpg QS + 1 \\ \l\\\\\\ Easting 2,,58 838.179
EXISTING BULKHEAD SHALL -5.67 + 3.00 �.= ' 6 \ \- �\\
REMAIN OUTSIDE PROJECT BOUNDARY. -0.90 + 5 s
-1. 7+ 0.83+ 1
-6.67 + ROOF OVER 2.5 +0.40 1 + 0.90 + 0.90
o
-2.60 + PIER ON PILES.
-2.57+ -0.37+ +0.50
-6.87 +
ELEVATED TEMPORARY 0.13 + + go �� - / / + 0.70
WOOD PIER WIRE BACK�.60
i -3.70 + SILT FENCE
-3.17 + -1.07 + _ 0 +,
+-0.1
-7.27+ -0.67+ .70 I o +0.40
-5.10+ +--2.10
-3.37+ -2.67+ 50 v "z 5.00 - 5.0
-4p�+ PB PB� +-0.6
-7.27 + -2.67 + + 1180 5.00 PB PB �n + -0.50
+-2.90
-5.60 + �_ B 3.00 N
1 n
1$�xxl' RIP RAP 27 + 3.00 4.00 I + -4.32 +
(6" TO 15" DIA. STONE) -4.07+ +-3.80 + -5.82 NEW STR`U&URAL BULKFO&LEPDXY COATED +-1.30
6 90 PLACED ON WATER SIDE + -5.20 12' OF STORMWATER L1SHI3:Er PILE w/ CONCRETE CAP IS TO BE t
6F NEW BULKHEAD BAP D ON WATER SIDE OF EXISTING
OUTLET WIER -5.57 + WETAND BULKHEAD AT
FOOEKHEAD EAST OF THt�AqCATION. -5.72 + + -2.50
�LEV/ATION 4.00 THEN, DR'0.h'2
1 + -7.10 -5.0 Tb €LEVA'AON 3.00 -0 l .3 + 1 STORMWATER WETLAND AREA + -2.60
1
-6.90 + 1 ELEVATED1 WOOD PIER
'� -8.02 + -7.32 + + -3.60
+ -842 � 1 ROOF OVER +-3.60
-5.67 + �
+ -5.30
L30+ +-9.30 i8.5 PIER ON PILES.
i +
-���� I _ +-10.10
00 � � N 87'58'S8"W 419.8 I -8.52 + -8.42 + -¢.20
6 30 � 9132" +-4.90
+- 0 -8.5
-6.10+ 0- +-11.10
L+ pg a + -4.20
+ - 7.40 L
+ -4.90
-6.10 + + -10.20 T A R 1
+-11.10
+ -3.90
+ --8.30 + -4.30
-6.70+ +-9.80
OCT
GRADING AND DISTURBANCE LIMITS
SCALE: 1" = 40'
NOTE:
THE STORMWATER WETLANDS DESIGN AND THE
WETLANDS INFORMATION SHOWN WAS PROVIDED BY
SOIL & ENVIROMENTAL CONSULTANTS, P.A.
r
1�
Arc hbactuld Cok borotive
811 West Hargett Street
Raleigh, North Carolina 27603
919.833.8818/Fax [phone]/www.bjac.com
== Andrew & Kuske
WEK= CONSULTING ENGINEERS, INC.
902 MARKET STREET 910/343-9653
WILMINGTON, NC FAX [phone]
www.andrewandkuske.com
02005 ANDREW & KUSKE
Soil & Eavlrotnmental Consultants, PA
11010 Revers Ridge Road • Raleigh, North Caroline 27614 • Phone: [phone] • Fw. [phone]
wx�v.SaadEC.com
Historic Sites
& Gardens
Shoreline
Stabilization
Stonnwater
Wetlands
Project
New Bern, North Carolina
_1 LJL
1
zoo PLAN NORTH
OR y
vier
PROJECT NO.: A&dK PROJECT NO. 99134 W
DRAWN BY EDB
CHECKED BY: JAKIII
ISSUE DATE 10/07/05
REVISIONS:
MARK DATE DESCRIPTION
THIS DRAWING IS NOT TO BE SCALED FOR
j CONSTRUCTION PURPOSES. THE SCALE, WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
1
1
SHEET TITLE
GRADING AND DISTURBANCE
LIMITS
SHEET NUMBER
SWP-C102
i
CAMA

COVERED PAVILION
9
5.0 MSL
WETLANDS BULKHEAD
EXISTING BULKHEAD -
TO REMAIN
REGREADE AND STABILIZE
THE AREA BETWEEN THE EXISTING
BULKHEAD AND WETLANDS BULKHEAD
AS REQUIRED FOR POSITIVE DRAINAGE.
5.0 MSL
SECTION A -A
N.T.S. SWP-C301
ELEVATED WOOD PIER ELEVATED WOOD PIER WETLANDS BULKHEAD
-\\5.0 MSL 5.0 MSL
4.5 MSL
EXISTING GRADE EXISTING GRADE EXISTING GRADE
WETLANDS BULKHEAD f
1y�#� fi � 3?�
3.0 MSL ���� �, t _=t_, 3.0 MSL I
I PROPOSED GRADE
2.0 MSL
1.0 MSL
0.5 MSL I _ 6 6
0.0 MSL
!
5 MSL �
1 I - 1.0 MSL
6 6 )
I
iI
II I I
SECTION
N.T.S. SWP-C301
SL
! 4
_ �s ; ,--PROPOSED GRADE
4.0 M' ' ' '
I
0.5 MSL PROPOSED GRADE
IH
�1
i
-0.5 MSL '^T_
E .....— ..7
_.
777
77
SECTION
c-c
N.T.S. SWP-C301
- -
0.5 MSL
! ' f PROPOSED GRADE
I 1 I
it
-3.0 MSL
0.5 MSL
! ' f PROPOSED GRADE
I 1 I
it
-3.0 MSL
I I
I I
I I
I (
I (
i
I I
I I
I I
I I
5.0 MSL
4.0 MSL
2.0 MSL
0.0 MSL
WETLANDS BULKHEAD
2.5 MSL 10'x50*xl' RIP RkP (6" TO 15" DIA.)
PLACED ON WATER SIDE OF NEW BULKHEAD
OUTLET WIER
0.0 MSL
It
PC
Brown Jurkowski .
A chledUrd colcboruffm
811 West Hargett Street
Raleigh, North Carolina 27603
919.833.8818/Fox 919.833.6898/www.biac.com
7
I � = j�
Andrew & Kuske
Tm — CONSULTING ENGINEERS, INC.
902 MARKET STREET 910/343-9653
WILMINGTON, NC FAX [phone]
www.andrewandkuske.com
02005 ANDREW & KUSKE
foil & Environmental Consultants, PA
11010 Rev- Ridge Rued . Raleigh, Vmth C—lioa 27614 . Phone: [phone]. Fu [phone]
_S.dEC._
11, / W707 P/, ;�'
Historic Sites
• Gardens
Shoreline
Stabilization
Stonnwater
Wetlands
Project
New Bern, North Carolina
J LJL
r Lru
]R
PLAN NORTH
PROJECT NO.: ASeK PROJECT NO. 99134 W
DRAWN BY EDB
CHECKED BY : JAKIII
ISSUE DATE 10/07/05
REVISIONS:
MARK DATE DESCRIPTION
'
F
THIS DRAWING IS NOT TO BE SCALED FOR
m CONSTRUCTION PURPOSES. THE SCALE, WHEN
< INDICATED, IS FOR GENERAL REFERENCE ONLY.
0
U
0 SHEET NUMBER
Cr
P-
0 SWC301
O CAMA