HomeMy WebLinkAbout83-1252 - Site Plant
3/8" GALV. CHAIN 2"x2" DIA. PVC PIPE
48"± LONG
TIMBER PILE 1/2" GALV. SHACKLE W/
PIN AND COTTER PIN
2"x8" FRAME
6" - 2"x6" JOIST
2"x4" BUMPER 5/8" GALV. SHOULDER
BLOCK NUT EYEBOLT
FLOAT GUIDE DETAIL
SCALE: 1"=2'
PROP. 5' BLACK VINYL COATED
SMALL CHAIN LINK FENCE
FILL WITH CLEAN
COMPATIBLE MATERIAL
_ EXISTING STONE TO BE RESTORED
RELAY AS ARMOR STONE
FILTER FABRIC
12" CRUSHED STONE AND CHIPS
•"L
x -12"t TOLERENCE
1
• �1 EXIST. GRADE
4' MIN.
I
STONE SLOPE SECTION
SCALE: 1"=2'
IRm
0
PROP. 280'x5' HIGH
CHAIN LINK FENCE
OLD FENCE TO BE (=J
REMOVED AND
DISPOSED
(PARTLY BURIED)
Im
J
BASS
EXISTING REVETMENT
TO BE RECONSTRUCTED
X
ti
m
$ O v~i
X
w
BENCH MARK
368' WEST OF RIPRAP
TOP of CONC.BD. PLAN
ELEV. 10.27
0 5 10 20 40
SCALE: 1"=20'
i
FLOATS
2-6'x20'
GANGWAY
4'x16'
1/2" MARINE 5/4"x6" DECKING 2"x6" JOIST
PLYWOOD CONTINUOUS
8" GALV. CLEATS
ONE SIDE 2"x8" FRAME
FENDER
ONE SIDE
AREA TO BE REPAVED
PARKING LOT 310' BY 220'
BY OTHERS
PIER
6'x45'
ACCESS RAMP
6'x10'
---� — 45'-0"
1/2" GALV. BOLT 1"x6"A x -10"x20" CONTINUOUS
STYROFOAM
TIMBER FLOAT SECTION
SCALE: 1"=2'
1.5" MIN - ,..., ! l ♦ 1" 11 .1, A,
ALUM. PIPE
NON-SKID
ALUM. GRI
FIBERGLAS
PILECAPS
2"x8" DEC
1" SPACIN
3" X 8"
STRINGER
SPILTCAP�
3"x8" CRC
OUTER TW
2" DECK
1 "SPACING
3"x8"
STRINGER
GANGWAY DETAILS
SCALE: 1"=2'
10'-0"
6"x6"x6'-0" TIMBER
ATTACHED TO EXIST.
CONCRETE WITH 1"
ANCHOR BOLT
3"x10"± SUPPORT
CUT TO FIT ACCESS RAMP
STONE d d
d p d
6p d
d d d p
p EXIST. CONC. STEP
6'-6"t WIDE
ACCESS RAMP DETAIL
SCALE: 1"=2'
EXIST. BIT. CONC.
TIMBER ACCESS RAMP SECTION
SCALE: 1"=2'
2-2"x6" FRAME
MHW 2.8 HTL 3.6
MLW 0.0 rT
J
0
M
NOTES:
6" C
ROLI
r— 6'-0" 0. C.
f-1 . 11.0
TYPICAL
PIER BENT `SECTION-
SCALE: 1"=2'
:CK EL. 8.0
3/4"
GALV:
BOLTS
HTL 3.6
MHW 2.8
EL. 1.5
MLW 0.0
n
21.00' 12.00' 16.00' 4 BENTS ® 12'-0" = 36.00' 9.00' ACCESS RAMP
DECK EL 8.0
r
1
J J EXIST. GRAVEL BASE
0 0
N N EXIST. 2-1 /2" BIT. CONC.
EXIST. RIP -RAP � n EXIST. 6" CONC. RAMP
N N
J J EXIST. CRUSHED STONE BASE
0 0
M
I
PROP. PIER, GANGWAY AND FLOAT PROFILE
SCALE: 1'=10'
ELEVATIONS ARE BASED ON THE PLANE OF MEAN LOW WATER.
MINUS FIGURES INDICATE DEPTHS BELOW THAT SAME PLANE.
DATE OF SURVEY:
ALL TIMBERS TO BE CCA TREATED
ALL HARDWARE TO BE GALVANIZED
BENCH MARK; TOP OF CONCRETE BOUND 368' WEST OF
RIPRAP
RCSEPT A.
Q?AA1fi Y
Na. 1Qgo
a
ss ,AL guy
r