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HomeMy WebLinkAbout84-08 OVERSIZE PLANS 1/2014E P C�S of GG 5 i Y5 I• l Approx. High Water _ sf 6 ------ - �� _. Fes. e/, • 00 IOj , cle 25, 3 AMq S tormwater Quality ' .. 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 ���6S f'�OAt)rrnrrr tt Cp Ge l 'Pa for F - - s , ; // M - 9 Ferry Capacity) -_-- / //,/i/, /- Outlet Wei �� i' r / 1 _. 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 �