HomeMy WebLinkAbout84-08 OVERSIZE PLANS 1/2014E
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of
GG 5
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Approx. High Water
_ sf 6 ------ - ��
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Fes. e/,
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25,
3 AMq S tormwater Quality '
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0s Buffer Enhancement
Z Permitted (To be installed) Area #2 Existing Riprap
Proposed 150' Long x 8" Wide Wastewater Bed System Fill Area Bottom Elevation = 4.5 (No Bulkhead This
Concrete Retaining Wall y C' ; Proposed / i,' % Section of Shoreline)
g I /rx r� P j, n )
Inlet Weir Building i
r�
Elevation - 4.5 ;� %; (+16" Roof Overhnn) ;
168,51' j 1
f
t' 4.S79'32'00" -�� 50
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'Pa for F - - s , ; //
M - 9 Ferry Capacity) -_-- / //,/i/, /- Outlet Wei ��
i' r /
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Elevation = 5.5 ,,, -� �� Fz ���.
-s1 --.� 3� AMA Buffer �� �1P
1
Stormwater Quality .i 6` �J �q ,,/, 2 -FZ
Wide (Max) Concrete tY �e �5 fi . M,_.. i // ;// / SP
Ott, � / i;v��
�j �;5. Retaining Wall (TYp) Enhancement
���o.oC� ale•' -o,�_ � � % �i �• ;%i/ S: ,/�// ��� L
:1<
Water //%�
Approx. High -i
\ i Pror'r .ed Jab N `
�.G e to tine \� f
�� "7 ti.• \� - _ ood Deck ( e r-Xastmg Riprap
>.. A _. • : A<rea r ,. a �� \ __ _ _ - - -- - _._%i % I Oft x 300ft Open► W MF Request)
C� i / / c2 %, N C R D / U•
.•• , � � � � ;� � � , , w pro � �zPracticable i'er CD .
470 E
v !ufter t, st+ng• • . /, 7� 5.00
�'
\ �,�ve, ;iting c°�e, Pe::,Jential / ai bw 5� '"" �.98 BH
f� 'S = BH �
\ Imp�:nious � cture o�� `� ! , Ear. \ �;�,�- (Elev. Top of
Dr►veway & a o
� v, / Ex. Bulkhead (Typ))
� s.. AppUtenances m� x ,`�?
to ��' 't «o LEGEND
�- P'main520
a Proposed Asphalt Pavinc
\ skis - `SAP Proposed 20ft x 50ft Concrete Pier
N. °h��� ` - 20it Articulating Ramp at End
c
` e _ �� Deck Surface Comprised of Open Metal
\F r 475 'Grate (Grate NTS) to Maximum Extent Concrete
4.44 �:� a►` Practicable per Structural Design by Others
476 NOTE: ��P C o '`
`\ 4,40 Earthen Slopes P �?,
\ BH 3H:1V Max. G , �� Moorin / Guide �yP� j////
` �- Dolphinsi% Open Wood Decking
Asphalt Cross SlopesiYP)
\ \ 2% to 5% Max. / �; ./
Existing vonc^-ete B Ikh �k . �� l �.
U ead $ �-- �, General Flow Direction
0
(Typ & Normgr; High Water / Normal Low Water Extent)
\ o f O°o M.E.G.
\ �, �� ;� Cg .Match Existing Grade
\ �\ Entire Area SAV Habit.,, ,, -it
`@�C8 g �_ ., 4,-.,_. Existing contour
\ goo Per DI!/IF 2/01/0 g \ \\
IN,
0 - Proposed Contour
4.30
EOP Spot Elevation
/� �'"�'� �° � \` ° a� •� c O f� E S UD �s.3z ,pot Elevation
Water depth measured at 100ft from \ \ G�� cR
\ ' (
bulkhead along proposed pier centerline 0RW - Project Extents 1/'*1 1In Water Depth & Note
location = 4.5ft during a rising tide on > f C
9/14/07. NLW estimate this location = 3ft
Estuarine Shoreline ,AEA
Per owner's on -site representative `o
Ferry Parameters per Owner \ \ `®%!� — Vegetated Swale
\
Front /Bow Loading ' Approximate Sound Width in
\ �
65' Long Project Vicinity= 3 Mims
4 Passenger Car / Vehicle Capacity I
Loaded Operable Depth Requirements \
36" at Stern \ \
18" at Bow \
/ ! Permitting Plan Set
\ / / NOT RELEASED FOR CONSTRUCTION
(Confirm w/ Engineer)
Until All Appropria.i.e Permits &
/ Authorizations Received �