HomeMy WebLinkAboutCross section plan 2-22-2210" DIAM piers located at 14' OC; installed by hydraulic compression
PIER DOCK
5/8" GALV BOLT-WASHERS-DOUBLE NUT (@8") FROM PIER
DOUBLE 3" X12" X 14' PT (MARINE GRADE)
TOP OF EXISTING BULKHEAD =5.78 NAV 88USE THRU-FLOW COMPOSITE DECK SURFACE
-WASHERS-NUTS B.V.W.1+20 1+10 1+00 0+90 0+80 0+70 0+60 0+50 0+40 0+30 0+20 0+1012.4213.0211.2211.829.4210.6210.02 8.228.827.627.02MHW= (+)2.30
MLW= (-)1.3
DOCK PLATFORM
FLOATS
R
A
M
P
T
O
P
L
A
T
F
O
R
M
2" X 4" W/2" X 6" "T" SUPPORT RAIL
THRUFLOW™ =ELEV=7.02
10" ° MARINE PIER @ 16' (driven, and cut flush
SUPPORTED WITH (4) 2" X 12" X 14' JOISTS
4" X 4" PT POSTS
2" X 6" PT
2" X 12" PT BEAMS DOUBLERS BOLTED
12.00
2" X 12" CROSSTIE AND RUNNER TRUSS (X 2)
4'-10"
LESS THAN 3' SEPARATION FROM MARSH
2" X 12" CROSSTIE AND RUNNER TRUSS (X 2)
GREATER THAN 3' SEPARATION FROM MARSH
PLANK STEPS
4'
0+600+500+400+300+200+100+00
on top); POINTED POLY "BIRD" CAPS
CENTER TO CENTER OF PILES
PLATFORM =14.2
FF=19.5
HOUSE
13.62
LANDING=
LANDING=
Buffer area between LOW and straw wattle Window well drop-in elevated stairway example erosion control as needed
EXISTING DOCK AND STAIRS
NEW
W 5/8" GALV BOLTS
2" X 4" SADDLE
ALUM
I
N
U
M
14'
**Note:
DOCK, nor any water-dependent
structures included in this amendment.
BATBERRY AND BUFFER AREA
MITIGATION AREA - VIOLATIONRev: 02-23-24-ViolationBulkhead & Window wellsStairway to Dock