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0 _------- \�19 eEiCITEf;FOIV END CONCRETE PANEL, TYP
------ RAVLSi�9U�D€� --- �\ EMBANKMENT BOULDERS AT
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EDGE OF GRAVEL SHOULDER TYP
� L-7
SS HANDRAIL 1 TYP T-5 3i�
L \ END POST L-4 SPACING, TYP
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CONC APPROACH SLAB
HMA APPROACH --\
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CID
o RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
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BRIDGE CENTERLINE
7'-8 211 4'-112" T-3 16" 4'-112"
L FRP LUMBER 2
HANDRAIL TYP
NOTES: L-4
1. TYPICAL POST SPACING FOR HANDRAIL IS APPROXIMATELY
T-5 3/4" O.C. EXCEPT WHERE SHOWN DIFFERENTLY.
2. SPACING OF HANDRAIL IS TO BE PERPENDICULAR AND
PARALLEL AND MATCH ON BOTH SIDES OF THE BRIDGE.
3. PLACE CONTROL JOINTS AND EXPANSION JOINTS IN
CONCRETE PERIMETER BAND CENTERED BETWEEN POSTS AS
SHOWN ON THE PLAN.
4. SEE DRAWING L-3 FOR MODIFIED SPACING AT OVERLOOK.
5. RELOCATED BOULDERS ARE SHOWN FOR DESIGN INTENT
ONLY. CONTRACTOR SHALL VISIT PROJECT SITE AND BE
FAMILIAR WITH BOULDER TYPE/SIZES TO BE RELOCATED
PRIOR TO PROJECT BID.
SS HANDRAIL 1 TYP
END POST L-4
SS END POST RAIL SUPPORT -
SEE STRUCTURAL
EL 24.3'
5 FRP LUMBER
L-4 CLADDING LAYOUT
REPLACE EXIST RIP -RAP � "
WITHIN PREVIOUS FOOTPRINT,
GRATING
BRIDGE PLAN
7'-8 1"T-5 3'� 1„
SPACING, TYP
SCALE:
5 0 5 10
1"=5'
scale feet
CONCRETE BRIDGE TYP
APPROACH ENLARGEMENT
f 1-21------- LO
L 2 F, / � ------ �- 9 C:)
EXPANSION — — — — . --
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JOINTS, TYP /
RAVEL SHOULDER O
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M SAW-CUHMA APPROACH
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JOINTS, TYP I�
41
GRAVEL SH LDER N
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CONTROL — Q
1 JOINTS, TYP \------------�\
L-2 L
TYP. �J 20 SS HANDRAIL
END POST
LEGEND
ORDINARY HIGH WATER MARK ". PROPOSED CONCRETE
-20- - ------
_ — — _1 g — EXISTING CONTOURS EXPANSION JOINTS
EXISTING LIGHT POLE ----------- CONTROL JOINTS -
EXISTING JUNCTION BOX PROPOSED GRAVEL
EXISTING CONIFER TREE RELOCATED BOULDERS
EXISTING DECIDUOUS TREE
FRP LUMBER 2 TYP PRE FAB SS 3 TYP
HANDRAIL L-4 WEBNET PANNELS L-4
SS TWO POST RAIL BASE PL - SS MID POST RAIL 4 TYP
SEE 2 SUPPORT (TOP) L-4
S-12 INTERPRETIVE SIGN LOCATION - CONCRETE TOPPING OVER
SEE OVERLOOK FOR DETAILS EXTERIOR GIRDERS
I
BRIDGE & HANDRAIL L 2 BOTTOM OF BRIDGE
3 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \
OVERLOOK
EXISTING LAKE BOTTOM SURFACE
2 BRIDGE ELEVATION
- SCALE:
5 0 5
10
1" = 5'
scale
feet
,3F WASH
P �\� E wo" 0 1 RECORD DRAWING
DEW
0/26/2 GDN SURVEYED: SCALE:
OPy 9 2
1 =20
WSP USA Inc.
33301 9th Avenue South
co
DESIGNED:
DEW +
Suite 300
Federal Way, WA 98003-2600
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DRAWN:
Si ONE INCH
TEL: (206) 431-2300
FAX: (206) 431-2250
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s�`O 0 1
CHECKED: AT FULL SCALE
DEW IF NOT ONE INCH
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P6o
SCALE ACCORDINGLY
�gNDSCAPE NO.
REVISION BY
DATE APPR APPROVED:
n,
GDN
12MM SS STRUT WELDED TO
MID POST RAIL SUPPORTS
EL 24.3'
CONC APPROACH SLAB
/-- HMA APPROACH
CONC ABUTMENT, TYP
- STEEL PILE, TYP
R-420214
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
BRIDGE PLAN &ELEVATION
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
L-1
SHEET: OF:
18
45
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