HomeMy WebLinkAboutFDP201800003 Plan - Approved 2018-02-1400
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2x4 CURB ALONG PERIMETER ADJACENT TO WATER (TYP)
SET ON 2X4X12 BLOCKS @ 3-0" O.C.
8'-0" O.C. TYP
PLAN VIEW
SCALE: 1/2" = 1'-0"
8'-0" O.C. TYP
ELEVATION VIEW
SCALE: 1/2" = 1'-0"
2 x 4 CURB ALONG BOTH X 6" GALV. LAG SCREW
i i i i i i W/ WASHER
i
SIDES OF PIER AND
i i i i i i i i i i i i i I (2 PER BLOCK)
i i i WATERSIDE END
i i i i i i
i i
i i i i
i i i i
i i i 2x4x12BLOCK@
i i •' i ItI
EXISTING� GRASS BERM i i i i 36" O.C.
i i i i i i i I
DOCK ELEV. /
i
i i i i i i i i i i 2x10CLAMPS
Ii i i i i i i i i i i i �
i i i i i i i In11 \
i i i i i i i i i i i i i i i i I11
77-
i i i n N7
i i MEAN/ORDINARY \
i i i i i i
i i i' i HIGH WATER
i i i i i i n l
i i i i i i i i i i i i
i i i i i ADDITIONAL 2X8 I'
i i i i i i i STRINGERS AS RE(
TO CONTAIN GRAVEL
EXISTING CONCRETE WALL
i i i i i i
i i i i i i i i i i i i i i i i i i i i i i i i i i q" DIA. GALV. BOLTS
i i i i i i i i i i i i i WITH NUTS AND
i i i i i i i i i i i i i i i i' WASHERS (TYP.)
i i i i i i i i J
i
AA ii ii i i/
7'-8'
5'-1Olt CHAMFER EDGE (TYP.)
fSLOPE @ 150
MIN. 8" DIA. @ TIP
MIN. 12" DIA. 3FROM BUTT,
CLASS "B" WOOD PILE (TYP.) 2x4 CURB ALONG BOTH SIDES
SET ON 2X4X12 BLOCKS @
UAL EQUAL Id EQUAL I 3-0" O.C.
\ 2 x 6 DECKING 2- 2 x 8 STRINGERS
(CONTINUOUS)
4" DIA. GALV. BOLTS
2x8 STRINGERS WITH NUTS AND
WASHERS (TYP.)
\ ,I' 2 - 2 x 10 CLAMPS.
/ EACH SET OF PILES
/ 2 x 8 X-BRACING,
SEE PLAN FOR LOCATION EXISTING BOTTOM
11'-7" i i i iiiii iilo \
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CONTRACTOR SHALL PROVIDE iiiiiiiiiiii iiii iiiii, DOCK DECKING AND FRAMING SECTION DETAIL
ADDITIONAL HORIZONTAL STRINGER i i i i i i i i i i i i i i i
i i SCALE: 1/2" = 1'-0"
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BOARDS TO CONTAIN GRAVEL. SEE i i i i i i i i
DETAIL 3 FOR ADDITIONAL INFORMATION.
i i i i i i i i
i i i i i i
EXISTING SIGN TO REMAIN. i i ii i i i ii 2- 2 x 8 STRINGERS (CONTINUOUS)
EXISTING BENCH TO BE REMOVED. i i STAGGER BUTT JOINTS 4' MIN. NAIL
2 x 8s TOGETHER WITH 12d GALV
i NAILS STAGGERED @ 12" OC
2" DIA. GALV. BOLTS
WITH NUTS AND
WASHERS (TYP.)
CONCRETE ABUTMENT.
SEE DETAIL.
ADJUST GRADE TO
APPROACH TO MATCH
PROPOSED PIER
ELEVATION
LIMITS OF CONCRETE BOAT
RAMP
2 x 8 STRINGERS
OVERLAP 1'-3" AND
TOE -NAIL TO CLAMP
2x4 CURB ALONG BOTH SIDE
SET ON 2X4X12 BLOCKS @ 3-0" 0
0
DOCK DECKING AND FRAMING DETAIL
SCALE: 1/2" = 1'-0"
ADJUST GRADE TO APPROACH
TO MATCH PROPOSED PIER
ELEVATION
2"R FILLET
(TYP.)
91
,7"
3'-6"
1'-0"
6"
3° TYP,
#4 REBAR 12" OC MIN. \
D VERTICAL 18" OC HORIZONTAL v '
\X� _ D
CONCRETE ABUTMENT DETAIL
SCALE: 3/4" = 1'-0"
MIN. 8" DIA. @ TIP
MIN. 12" DIA. 3FROM
BUTT, CLASS "B"
WOOD PILE (TYP.)
2 - 2 x 10 CLAMPS.
EACH SET OF PILES
TRIM BOTTOM OF STRINGERS TO
LAY FLAT AGAINST CONCRETE
2 x 6 DECKING
1-- 2 x 8 STRINGER
2 x 6 HEADER THROUGH BOLTED 2'
ON CENTER WITH 2" DIA. HOT DIPPED
GALV. HARDWARE
4,000 PSI CONCRETE
GRAPHIC SCALES:
12" 0 1 ' 2' 3' 4' 5'
1/2" = 1'-0"
12" 6" 0 1 ' 2' 3'
3/4" = 1'-0"
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,S,TH OF
0 0 177/2078
U DANIEL C. HYER
Lic. No. 45596
10NAL E�
DESIGNED: DCH
CHECKED: DCH
APPROVED: DCH
DATE: 17 JAN 2018
L+G PROD. NO: 1801300
SHEET NUMBER:
SHEET OF