HomeMy WebLinkAbout83-1876 - Proposed Dock0024TS 16" O.0
DECK
IEELS
O
3'X12'RAMP
O
ADE RANGE
3.2 @ MOUTH OF
RIVER
2.8 0 HIGHBANK
BRIDGE
M
2010
MEAN LOW WATER
-0.79
0.00
MEAN SEA LEVEL
0.61
1.40
MEAN HIGH WATER
2.01
2.80
------------
GLOBAL WARM/NG RISE 1N SEA
LEVEL
0.98' PER 100 YEARS (NOAH)
EXISTING BRICK/CONCRETE
SEAWALL IS THE
TOP OF COASTAL BANK
EXISTING STAIRS
TO BEACH
PROrOSED RAMP `ro,
TO PIER A
00. O
yy O�
AZ
,p
DECK EL. 7.0
2.8 MHW (2010)
20 3/4' GAP
1.0 _- -- --
0. 0 ML W (2010)
-1.0 -__ - -- - FLO
-2.0- - - CHAIN IN
RUBBER
-30 - BRACKET
—4.4 "'4 `:;a`k�` " " < �1xF' .("R ,6
FLOAT STOPS TO
BE INSTALLED
RAMP PROFILE DETAIL
TYPICAL
NOT TO SCALE
REV.
REV.
DATE MAR. '11, :2010` SCALE 1 = 20'
REV -APR. 20, 2010* FJOE3 N0. 6723-00
RMAUG. 18, 2010]1[__LOCATION
ADE RANGE
R"�JULY-20, 2010
3.2 @ MOUTH OF
RIVER
2.8 0 HIGHBANK
BRIDGE
M
2010
MEAN LOW WATER
-0.79
0.00
MEAN SEA LEVEL
0.61
1.40
MEAN HIGH WATER
2.01
2.80
------------
GLOBAL WARM/NG RISE 1N SEA
LEVEL
0.98' PER 100 YEARS (NOAH)
2010 - 1929 = 81
YEARS
0.98X81 =0.79'
EXISTING BRICK/CONCRETE
SEAWALL IS THE
TOP OF COASTAL BANK
EXISTING STAIRS
TO BEACH
PROrOSED RAMP `ro,
TO PIER A
00. O
yy O�
AZ
,p
DECK EL. 7.0
2.8 MHW (2010)
20 3/4' GAP
1.0 _- -- --
0. 0 ML W (2010)
-1.0 -__ - -- - FLO
-2.0- - - CHAIN IN
RUBBER
-30 - BRACKET
—4.4 "'4 `:;a`k�` " " < �1xF' .("R ,6
FLOAT STOPS TO
BE INSTALLED
RAMP PROFILE DETAIL
TYPICAL
NOT TO SCALE
REV.
REV.
DATE MAR. '11, :2010` SCALE 1 = 20'
REV -APR. 20, 2010* FJOE3 N0. 6723-00
RMAUG. 18, 2010]1[__LOCATION
R"�JULY-20, 2010
SHEET 1 OF, 1I
MAP
C: S8 PROD 5083-212 DWG 5083— DOCK— 4.dwq 02010 SWEETSER ENGINEERING