HomeMy WebLinkAboutR-413909111—R11
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6
f 13,_5,.
TOP AND BOTTOM (1) #6 EACH SIDE,
CL ANCHOR PLATE rL BRIDGE AND DECK PANEL 7
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(13) #4 X 3'-9" AT 12"
MAX. SPA., TOP AND BOTTOM 7„ (7) #6 X 13'-5" AT 6"
MAX. SPA., TOP AND BOTTOM
CL ANCH(
6"
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CLR.
R PLATE
13'-81,
CL ANCHOR PLATE CL BRIDGE AND DECK PANEL CL ANCHOR PLATE
(13) #4 X 3'-9" AT 12"TOM TRANSVERSE LIGHT
MAX. SPA., TOP AND BOT
6" BROOM FINISH 6"
1 (7) #6 X 13'-5" AT 6"
J'z" CHAMFER, CLR. MAX. SPA., TOP AND BOTTOM
EXTERIOR EDGES, TYP.
#4 X 3'-9" TOP AND
BOTTOM, EACH END
ANCHOR PLATE AND ANCHOR BOLT
EMBEDMENT, SEE FENCE DETAILS
SHEET. PROVIDE AT CENTER OF
EVERY OTHER DECK PANEL.
3'-011
#4 TOP AND BOTTOM m
AT EACH ANCHOR PLATE 811
(1) #4 EACH END, �`
TOP AND BOTTOM
(2) CONCRETE INSERT FOR j114 BOLTS
(DAYTON SUPERIOR F42 OR APPROVED EQUAL)
EXISTING STRINGERS
ANCHOR PLATE AND ANCHOR BOLT
EMBEDMENT, SEE FENCE DETAILS SECTION A -A
SHEET. PROVIDE AT CENTER OF
EVERY OTHER DECK PANEL. SCALE: 3/4" = 1'-0"
EXISTING STRINGERS
PRECAST CONCRETE BRIDGE DECK PANEL PLAN
SCALE: 3'4" = 1'-0"
NOTES:
1. CONTRACTOR SHALL ALLOW THE ENGINEER ACCESS TO THE
PRECAST DECK PANELS FOR INSPECTION AT THE PRECAST
PLANT LOCATION PRIOR TO SHIPPING TO THE PROJECT SITE.
4X8 TIMBER MAY BE FIELD CUT AND
DRILLED TO FIT EACH LOCATION.
1"0 X 7" THROUGH
BOLT, TYP.
PRECAST CONCRETE
DECK PANEL
ADJUST DECK PANEL TO GRADE IN
EACH DIRECTION TO ENSURE SMOOTH
WALKING SURFACE, SHIM IN PLACE
ON EXISTING STRINGERS, THEN
SECURE DECK PANEL RESTRAINT.
(4) J"O X 6" LAG BOLT, TYP.
(2) 1J"O X 1011 BOLT, TYP.
Otak
11241 Willows Road NE, Suite 200
Redmond, WA 98052
4'5.Bo22A44fi
tak.com
EXISTING STRINGERS
CL BRIDGE AND DECK PANEL
I
7"
2. ALL DECK PANELS ON EACH BRIDGE SHALL BE POSITIONED
AND SHIMMED TO GRADE PRIOR TO SECURING DECK PANEL
RESTRAINT.
(2) CONCRETE INSERT FOR "0 BOLTS
(2) CONCRETE INSERT FOR J"O BOLTS (DAYTON SUPERIOR F42 OR APPROVED EQUAL)
(DAYTON SUPERIOR F42 OR APPROVED EQUAL) 4X8 TIMBER MAY BE FIELD CUT AND
DRILLED TO FIT EACH LOCATION.
(4) L 4X4Xj X 0'-81,
PER DECK PANEL
I 1
III I�I�
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VARIES 2-3" t TO 3'-9" t *
DECK PANEL RESTRAINT
SCALE: 1J¢" = 1'-011
Department of Natural Resources and
Parks - Parks and Recreation Division
Capital Planning and Development
201 S. Jackson St, Suite 700
KingCourlty Seattle, Washington 98104
Tel (206) 296-4232 1 Fax (206) 263-6217 No.
2"
TYP.
* FIELD VERIFY DIMENSIONS
REVISION
J" RADIUS AT TOP
TRANSVERSE EDGE, TYP.
CLASS 1
SURFACE
FINISH
#4 TOP AND BOTTOM
AT EACH ANCHOR PLATE
SEE DECK PANEL
RESTRAINT DETAIL
#6 AT 6" MAX. SPA.,
TOP AND BOTTOM
#4 AT 1211 MAX. SPA.,
TOP AND BOTTOM
4'-0"
ro�
SECTION B-B
SCALE: 3/4" = 1'-0"
q BRIDGE AND DECK PANEL
PRECAST CONCRETE
BRIDGE DECK PANEL, TYP.
(4) J"O X 7" a F
THROUGH BOLT, TYP.
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(4) 1{"O X 6" II
LAG BOLT, TYP. U It v
(4) L 4X4Xj X 0'-8" 2"
PER DECK PANEL Fwi=
TYP.
(2) j"4 X 10"
BOLT, TYP.
ADJUST DECK PANEL TO GRADE IN EACH DIRECTION
EXISTING STRINGERS TO ENSURE SMOOTH WALKING SURFACE, SHIM IN
PLACE ON EXISTING STRINGERS, THEN SECURE
DECK PANEL RESTRAINT.
SECTION C-C
SCALE: 1Yz" = 1'-0" R-4 1 3909
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Pw1n11�8?1122rj20
DEVELOPMENT ENGINEERING
msippo 01/05/2021
tt" AS SHOWN "'w' CITY OF ERC - MAY CREEK TRESTLE REHABILIATION mlE1o/E
WD O R T TON KING COUNTY, WA CONTRACT NO. E00645E19 °°' N
DIVAN_RPD ilk DATUM
Planning/Building/Public Works Dept. PRECAST CONCRETE BRIDGE DECK PANEL DETAILS S-
BY DATE APPR =Iaeosva ra°v°i*ar n,
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