HomeMy WebLinkAboutR-413910zi
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RIPLEY
LANE
TRESTLE
LAYOUT SHEETS
10'-0"
MAX.
SPA.
TO END
OF WING WALL
END OF BRIDGE
DECK PANELS
TIMBER END WALL. TRIM TO AVOID
CONFLICT WITH DECK PANEL.
SCALE: %" = 1
CHAIN LINK FENCE,
VINYL COATED BLACK
31"0 EXTRA STRONG PIPE,
GALV. AND POWDER
COATED BLACK
SEE DETAIL A
O PRECAST CONCRETE
BRIDGE DECK PANEL
BRIDGE RAILING TYPE CHAIN LINK FENCE
TYPICAL SECTION
SCALE: 1X" = 1'-0"
2'-011
RIPLEY LANE TRESTLE LAYOUT SHEETS
8'-CYz" POST SPA. TYP. ON BRIDGE
ST CONNECTION EMBEDMENT CENTER
ON EVERY OTHER DECK PANEL
6"
POST
23/a
I
34"0 EXTRA
STRONG PIPE
FE1 X8X8BASE O
PLATE
1" GROUT - IF
OtakDepartment of Natural Resources and
a Parks - Parks and Recreation Division
Capital Planning and Development
nzai wnms R"se d, A9 052 King COY111ty Seattle,' Washington 981040
Retlmo 42 .822. 5]
wwx5.otaxmm Tel (206) 296-4232 1 Fax (206) 263-6217 No.
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DETAIL A
SCALE: 3" = 1'-011
PRECAST CONCRETE
DECK PANEL, TYP.
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1.
INSTALL ALL POSTS NORMAL TO GRADE IN THE LONGITUDINAL DIRECTION AND PLUMB IN THE
TRANSVERSE DIRECTION.
2.
STRETCH CHAIN LINK FABRIC AND FASTEN TO VERTICAL POSTS AT 1'-3" MAX. SPA. AND 2'-0" MAX.
SPA. TO HORIZONTAL BRACE RAILS.
3.
PROVIDE STEEL PIPE FOR THE POSTS CONFORMING TO ASTM SPECIFICATION A53 GRADE B. PROVIDE
ALL OTHER MATERIAL FOR CHAIN LINK FENCE (FABRIC, PIPES AND HARDWARE) CONFORMING TO
1}"O
X—STRONG
AASHTO SPECIFICATION M181.
PIPE
TOP RAIL
4.
PROVIDE ALL STEEL PLATES CONFORMING TO ASTM A36.
5.
PROVIDE ALL ANCHOR BOLTS CONFORMING TO ASTM F1554, GRADE 36.
6.
HOT —DIP GALVANIZE ALL STEEL MATERIAL AFTER FABRICATION.
7.
CHAIN LINK FABRIC SHALL BE VINYL COATED BLACK. ALL OTHER EXPOSED STEEL SHALL BE POWDER
COATED BLACK EXCEPT NUTS, WASHERS AND EXPOSED ENDS OF EMBEDDED BOLTS SHALL BE FIELD
PAINTED BLACK CLOSELY MATCHING THE POWDER COATING COLOR.
B.
CHAIN LINK FABRIC SHALL BE 3" ABOVE CONCRETE SURFACE. KNUCKLE SELVAGE AT TOP AND
1j"0
X—STRONG
BOTTOM OF FENCE.
- PIPE
BOTTOM RAIL
M
9.
PROVIDE ONE STRETCHER BAR AT THE BEGINNING AND END OF EACH RUN.
10.
PROVIDE NO MORE THAN TWO FABRIC SPLICES PER RUN, SPACED NO LESS THAN 50 FEET.
11.
DETAILS NOT SHOWN SHALL CONFORM TO WSDOT STANDARD PLAN L-20.10-03 FOR CHAIN LINK
FENCE TYPE 3.
CL POST AND
BASE PLATE
R+A"
WALL
PLATE
SOCKET WELD
SCALE: 6" = 1'-0"
1Y4" TYP.
Yz" TYP.
SEE SOCKET
WELD DETAIL
100 X 10" ANCHOR BOLT
WITH STD. WASHER AND
SELF LOCKING NUT, TYP.
LEVELING NUT
e
PRECAST CONCRETE
BRIDGE DECK PANEL
R} X 8 X 8 ANCHOR
PLATE WITH (4) 1 110
HOLES
NOTE:
DECK PANEL REINFORCEMENT
NOT SHOWN FOR CLARITY
dx I
AS SHOWN "„`:'
�o�
._RPD 11 L DATUM
of
REVISION BY DATE APPR Vo�DD Sc raovoivar
4" RAD
C
(4) 1 "0
PRECAST COD
BRIDGE DECK
OL POST
I
BASE PLATE — PLAN
SCALE: 3" = 110"
Pw1n1z�8v22rj20
OCITY OF
RENTON
Planning/Building/Public Works Dept.
v
?�1
R-413910
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 01/05/2021
ERC - MAY CREEK TRESTLE REHABILIATION
KING COUNTY, WA CONTRACT NO. E00645E19
BRIDGE RAILING AND FENCE DETAILS
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